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Home My WebLink AboutNEVADA AVE SANITARY SEWER REPLACEMENT NEVADA AVE SANITARY SEWER REPLACEMENT PROJECT NEVADA AVE SANITARY SEWER REPLACEMENT PROJECT 27-May-2021 Project manual and plans 01-Jun-2021 Res 21-151, setting public hearing 07-Jun-2021 Notice of public hearing 15-Jun-2021 Res 21-173, approving project manual and estimate of cost 16-Jun-2021 Revised Notice to bidders 17-Jun-2021 Notice to bidders 27-Jul-2021 Res 21-208, rejecting bids 29-Jul-2021 Addendum No. 1, revised notice to bidders, proposal, plans 29-Jul-2021 Notice to bidders 07-Sep-2021 Res 21-244, awarding contract (B.G. Brecke, Inc) 28-Oct-2021 Contract 28-Oct-2021 Performance, payment and maintenance bond 19-Dec-2022 Engineer's Report 10-Jan-2023 Res. 23-05, Accepting the work E l Thu KM 21 AMI II: 23 CITY CLERK IOWA CITY, IOWA I A — uII 1 ciira_ wl :Mr CITY OF IOVVA CITY UNESCO CITY OF LITERATURE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT MANUAL FOR THE FORMAL NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT IOWA CITY, IOWA MAY 26, 2021 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. ()h.. I Ili 1?-1.l.2.I '♦ n ' IAYNJ: r =i. Jayne C. DeCoste Date I It''I -' License Number: 14042 `% My license renewal date is December 31, 2022 r otti7% Pages or sheets covered by this seal: Entire Bound Document C s r.. _- >-- , CV `rY Nevada Avenue Sanitary Sewer Replacement 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 ca — APPENDICES c)-< c --J m fV Nevada Avenue Sanitary Sewer Replacement Project 0010 — Page 1 of 1 0100 NOTICE TO BIDDERS NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 8th day of July, 2021. If City Hall is closed to the public due to the health and safety concerns from COVID-19, sealed bids may still be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 East Washington Street, Iowa City, Iowa, and upon arrival telephone the City Clerk at (319) 356-5043. 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356- 5140. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 27th day of July, 2022, or at special meeting called for that purpose. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icqov.orq/councildocs or telephone the City Clerk at (319) 356-5043. The Project will involve the following: sanitary sewer replacement, sanitary sewer manholes, sanitary sewer service reconnection, sanitary sewer abandonment, 8" PCC pavement, 6" PCC driveway, and 4" PCC sidewalk. All work is to be done in strict compliance with the Project Manual prepared by:Andetson-Bogert Engineers, of Cedar Rapids, Iowa, which has heretofore been approved by the City Ceuncil; and are on file for public examination in the Office of the City Clerk. If City Hall is closed tghe public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinq(a�iowa-city.orq. Each proposal shall be completed on a form furnished by the City and must be subrted 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. Nevada Avenue Sanitary Sewer Replacement Project 0100 — Page 1 of 2 0100 NOTICE TO BID_ PR 91. NEVADA AVENUE SANITARY SEWE1REP ACENMENT PROJEC WY CLERK Sealed proposals will be received by the City Clerk of Itheqity;pl' v 4\Ctty, Iowa, unt. 3:00 P.M. on the 8th day of July, 2021. If City Hall is closes' to the public due to the healt and safety concerns from COVID-19, sealed bids may still b: delivered in person on Mon'-ays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 East Washington Street, Iowa City, Iowa, :nd upon arrival telepho - the City Clerk at (319) 356-5043. Sealed proposals will be opened im lediately thereafter. : ds submitted by fax machine shall not be deemed a "sealed bid" for purpo -s of this Project. P oposals received after this deadline will be returned to the bidder unopened. City Hall is closes to the public due to the health and safety concerns from COVID-19, the bid o•-ning will be a electronic meeting using the Zoom Meetings. Information for this meeting will be •'stributed by e City Engineering Division to prospective bidders on the Project Plan Holders L .t. For in •rmation on how to participate in the electronic meeting, please contact the City Eng eering r,ivision at (319) 356- 5140. Proposals will be acted upon by the City Council at a meeting to be h.Id n the Emma J. Harvat Hall at 6:00 P.M. on the 20th day of July, 2022, or at special meeting • ed for that purpose. If City Hall is closed to the public due to the health and safety concerns fro COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. F. Iformation on how to participate in the electronic meeting, see www.icgov.orq/councildocs • tel:shone the City Clerk at (319) 356-5043. The Project will involve the following: sanitary sewer replacem: t, sanitary ewer manholes, sanitary sewer service reconnection, sanitary sewer abandonm. nt, 8" PCC pa -ment, 6" PCC driveway, and 4" PCC sidewalk. All work is to be done in strict compliance with the Project Man :I prepared by Anderson-Bogert Engineers, 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at(319) 356-5043 or emailing kellie-fruehlinq(a.iowa-citv.orq. 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. Nevada Avenue Sanitary Sewer Replacement Project 0100— Page 1 of 2 The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent(100%)of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s)from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Start Date: August 9, 2021 Substantial Completion Date: October 13, 2021 Final Completion Date: November 12, 2021 Liquidated Damages: $500 per day All of the bids listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date. There will be no exceptions. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll-Free: (800) 779-0093. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinq(a�iowa-city.orq. A$20.00 fee is required for each set of the Project Manual provided to bidders or oiler 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 ouneiI 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 Nevada Avenue Sanitary Sewer Replacement Project 0100 — Page 2 of 2 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 ave harmless the City from all claims and dam.•es of any kind caused directly or indirectly by e operation of the contract, and shall also guar. 'tee the maintenance of the improvement fo a pgriod of five (5) year(s) from and after its compl- 'on and formal acceptance by the City C• ncil 741, The following limitations shall apply . this Project: yf Specified Start Date: gust 4, 2021 'w Substantial Completion Date: 0 •ber 13, 2021 ri. Final Completion Date: Nove ber 12, 2021 Liquidated Damages: $500 p- day o o All of the bids listed in Section 0400 — Pro.•sal s :II be completed by the Substantial Completion Date. There will be no exceptions. The Project Manual may be examined at the office of tr e . 'ty Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, . divisi• of Rapids Reproductions located at 415 Highland Ave Suite 100, Iowa City, Iowa 5224f,, Phone: 19) 354-5950, Fax: (319) 354- 8973, Toll-Free: (800) 779-0093. If City Hall is clos:• to the pub due to the health and safety concerns from COVID-19, copies are available by -lephoning the 'ty Clerk at (319) 356-5043 or emailing kellie-fruehlinq(D.iowa-city.orq. A$20.00 fee is required for each set of the Proje-t Manual provided to bid.-rs or other interested persons. The fee shall be in the form of a chec , made payable to the City • Iowa City. The fee is refundable if returned within 14 days of . and of the project by City C. ncil in re-usable condition. Prospective bidders are advised that the C. y of Iowa City desires to employ minor contractors and subcontractors on City projects. A I'.ting of minority contractors can be obtained from the Iowa Department of Inspections and A,peals 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 subcontr. ct. 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 Nevada Avenue Sanitary Sewer Replacement Project 0100— Page 2 of 2 0110 NOTICE OF PUBLIC HEARING! Ur 27 AMI I. 2L NOTICE OF PUBLIC HEARING ON PROJECT MANUAL 'ANp(; i ESTIMATED COST FOR THE NEVADA AVENUE SA, 1lTfRj1'l '. IQ ' SEWER REPLACEMENT PROJECT IN THE CITY OF IOWA CITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: Public notice is hereby given that the City Council of the City of Iowa City, Iowa,will conduct a public hearing on the Project Manual, including the plans, specifications, contract, and estimated cost for the construction of the Nevada Avenue Sanitary Sewer Replacement in said city at 6:00 p.m. on the 15th day of June, 2021, 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.orq/councildocs or telephone the City Clerk at (319) 356-5043. This project includes approximately 960 linear feet of sanitary sewer replacement, sanitary sewer manholes, sanitary sewer service reconnection, sanitary sewer abandonment, and seeding/sodding along the back yards of the homes along Nevada Avenue and Regal Lane from Lakeside Drive, to Whispering Meadow Drive along with street pavement, driveway and sidewalk along Lakeside Drive. 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at(319)356-5043 or emailing kellie-fruehlinq(a�iowa-city.orq. 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 Nevada Avenue Sanitary Sewer Replacement Project 0110— Page 1 of 1 0200 INSTRUCTIONS TO BIDDERS NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT 1. Optional Pre-Bid Meeting: a. Time, Date, and Location: June 24, 2021 and 2:00 P.M. b. If City Hall is closed to the public due to the health and safety concerns from COVID-19, this meeting will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356-5140. 2. Bid Submittals: a. Time, Date and Location: July 8, 2021 and 3:00 P.M. 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. d. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356-5140. cn r -v i " 3. Bidder Status: a. Use the Bidder Status Form included in Section 0405. r= b. Submit in accordance with 0200.2.b above. c. See Section 0405 for the Worksheet: Authorized to Transact Business and 875 Iowa Administrative Code Chapter 156 (73A), found at the following website: https://www.legis.iowa.qov/docs/iac/chapter/08-15-2018.875.156.pdf, for assistance in completing the form. 4. Bid Security: a. Use the Bid Bond Form included in Section 0410. b. Submit in accordance with 0200.2.b above. c. Bid security is 10% of the total bid, including all added alternates (do not deduct the amount of deducted alternates). d. See Section 1020, as may be supplemented, for a complete description of the bid security requirements. Nevada Avenue Sanitary Sewer Replacement Project 0200 — Page 1 of 3 0200 TO BIDDERS 7171 m" NS NEVADA AVENUE SA TARYOSEW R REPLACEMENT PR J bf 4 CITY CLERK 1. Optional Pre-Bid Meeting: IOWA CITY, IOWA a. Time, Date, and Location: June 24, 2021 and 2:00 P.M. b. If City Hall is closed to the public due to the ealth and safety concerns from COVID-19, this meeting will be an electronic eeting using the Zoom Meetings. Information for this meeting will be distribut:• by the City Engineering Division to prospective bidders on the Project Plan elders List. For information on how to •articipate in the electronic meeting, ple. e contact the City Engineering Division a 19) 356-5140. 2. Bid Submittals: a. Time, Dat- .nd Location: July :, 021 and 3:00 P. . City Cle ' Office 410 East . hington ` reet Iowa City, low- 52240 b. Submittals include two s:•- ate sealed envelopes: Envelope 1: Bid S• . rity and Bidder Status Form Envelope 2: Pro.•sa c. See Section 1020, as :y be su•.•lemented, for complete descriptions of proposal requirements and con',itions. d. If City Hall is close• to the public • •- to the health and safety concerns from COVID-19,the bid ••ening will be an ele. ronic meeting using the Zoom Meetings. Information for thi- meeting will be distrib -d by the City Engineering Division to prospective bidd: s on the Project Plan Hot. -rs List. For information on how to participate in the electronic meeting, please co •ct the City Engineering Division at (319) 356-5 40. 3. Bidder Status: a. Use the Bidder Status Form included in Section 0405. b. Submit in accordance with 0200.2.b above. c. See Section 0405 for the Worksheet: Authorized to Transact Business and 875 Iowa Administrative Code Chapter 156 (73A), found at the following website: https://www.legis.iowa.qov/docs/iac/chapter/08-15-2018.875.156.pdf, for assistance in completing the form. 4. Bid Security: a. Use the Bid Bond Form included in Section 0410. b. Submit in accordance with 0200.2.b above. c. Bid security is 10% of the total bid, including all added alternates (do not deduct the amount of deducted alternates). d. See Section 1020, as may be supplemented, fora complete description of the bid security requirements. Nevada Avenue Sanitary Sewer Replacement Project 0200— Page 1 of 3 5. Progress and Schedule: a. Contract Times: Specified Start Date: August 9, 2021 Substantial Completion Date: October 13, 2021 Final Completion Date: November 12, 2021 Liquidated Damages: $500 per day All of the bids listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date. There will be no exceptions. b. Work Restrictions: i. No work shall be done between 10:00 pm and 7:00 am without the approval of the Engineer, with the exception of saw cutting freshly poured concrete. ii. Notify the Engineer four days in advance of street closings so that a press release can be issued. No street may be closed without the Engineer's approval and said notification. c. Community Events: i. The Contractor should look at community calendars to determine potential conflicts with planned construction activities and schedule. ii. Many events are being postponed or cancelled due to the COVID-19 Pandemic. The Contractor should make sure their activities are not impacting community events. iii. First day of classes for Iowa City Community School District is August 23, 2021. iv. No work shall occur on University of Iowa Home Football game days. 6. Performance, Payment and Maintenance Bond: a. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price for a period of five (5) year(s) after its completion and formal acceptance by the City Council. b. Use the Performance, Payment, and Maintenance Bond Form included in Section 0510. c. See Section 1070, Part 3, as may be supplemented, for a complete description of the bonding requirements. 7. Insurance Requirements: -- a. The City of Iowa City is to be listed on the required insurancecertifiC 'te, as an additional insured on a primary and non-contributory basis.': Riew this requirement with your insurance broker prior to bidding. -- b. See Section 1070, Part 3, as may be supplemented, for a complete description of the insurance requirements. 8. Taxes: a. Sales Tax Exemption Certificates will be issued according to Section 1020, 1.08 of the Supplemental Specifications. 9. Contract Compliance: a. For all contracts of $25,000 or more, the successful bidder shall abide by the requirements of the City's Contract Compliance Program, as described in the Section 0520. 10. Wage Theft Policy: a. For all contracts of $25,000 or more, the successful bidder shall abide by the requirements of the City's Wage Theft Policy, as described in Section 0530. Nevada Avenue Sanitary Sewer Replacement Project 0200 — Page 2 of 3 5. Progress and Schedule: a. Contract Times: Specified Start Date: August 4, 2021 Substantial Completion Date: October 13, 201 AY 27 AM II: 24 Final Completion Date: November 12, fd21 Liquidated Damages: $500 per day CI TY CLERK All of the bids listed in Section 0400 — Prop• aII- tr l 6iTctrrhfAiii3d by the Substantial Completion Date. There will b: no exceptions. b. ork Restrictions: i. No work shall be done between 10:00 p and 7:00 am without the approval of the Engineer, with the exception of •-w cutting freshly poured concrete. ii. Notify the Engineer four days in adv- ce of street closings so that a press release can be issued. No street ay be closed without the Engineer's . •proval and said notification. c. Communi Events: i. The .ntractor should look at ammunity calendars to determine potential conflic with planned constr ion activities and schedule. ii. Many ev, ts are being p..tponed or cancelled due to the COVID-19 Pandemic. The Contrac••r should make sure their activities are not impacting co unity ev: ts. iii. First day of cla es for owa City Community School District is August 23, 2021. iv. No work shall occu •n University of Iowa Home Football game days. 6. Performance, Payment and Ma' tena e Bond: a. The successful bidder 'ill be req►'red to furnish a bond in an amount equal to one hundred percent (10. /o) of the co act price for a period of five (5) year(s) after its completion and ft mal acceptanc .y the City Council. b. Use the Performa e, Payment, and -intenance Bond Form included in Section 0510. c. See Section 107a, Part 3, as may be su•• -mented, for a complete description of the bonding re. irements. 7. Insurance Require •nts: a. The City of owa City is to be listed on the requi -d insurance certificate, as an additional sured on a primary and non-contr 'utory basis. Review this requiremen with your insurance broker prior to biddin . b. See Section 1070, Part 3, as may be supplemented, for a complete description of the insurance requirements. 8. Taxes: a. Sales Tax Exemption Certificates will be issued according to Section 1020, 1.08 of the Supplemental Specifications. 9. Contract Compliance: a. For all contracts of $25,000 or more, the successful bidder shall abide by the requirements of the City's Contract Compliance Program, as described in the Section 0520. 10. Wage Theft Policy: a. For all contracts of $25,000 or more, the successful bidder shall abide by the requirements of the City's Wage Theft Policy, as described in Section 0530. Nevada Avenue Sanitary Sewer Replacement Project 0200— Page 2 of 3 11. References: a. The successful bidder and all of its subcontractors are required to submit at least four(4)days prior to award three(3)references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or based on past experience on projects with the City of Iowa City. b. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. r -o y N Nevada Avenue Sanitary Sewer Replacement Project 0200 — Page 3 of 3 11. References: a. The successful bidder and all of its subcontractors are required to submit at least four(4)days prior to award three(3)references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or based on past experience on projects with the City of Iowa City. b. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verificati► . o —` rri 171 rNa Nevada Avenue Sanitary Sewer Replacement Project 0200— Page 3 of 3 0400 PROPOSAL NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY Please DO NOT USE the proposal included in the bound volume of the specifications. Separate copies of this form are contained with this document. The following documents must be submitted as printed. No alterations, additions, or deletions are allowed. If the Bidder notes a requirement in the contract documents that the Bidder believes will require a conditioned or unsolicited alternate bid, the Bidder must immediately notify the Engineer in writing. The Engineer will issue any necessary interpretation by an addendum. Name of Bidder: Address of Bidder: TO: City Clerk City of Iowa City City Hall 410 East Washington Street Iowa City, Iowa 52240 The undersigned bidder submits herewith bid security in the amount of $ , in accordance with the terms set forth in the Project Manual. The undersigned bidder, having examined and determined the scope of the Contract, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Project Manual, including Addenda , , and , and to do all work at the prices set forth herein. The undersigned bidder further proposes to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract and agrees that, in the event of any discrepancies or differences between the various items included in the Contract, Supplemental Specification Section 1040, 1.03 shall govern. c7 7s,._I p --4 h v r—.n.. rri , Nevada Avenue Sanitary Sewer Replacement Project 0400Page 1 of 6 BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT CLEARING AND GRUBBING BY 1 UNITS, TREE REMOVAL UNIT 273.5 2 ON-SITE TOPSOIL CY 1,442.2 3 SUBGRADE PREPARATION SY 351.7 4 SUBBASE, 6" GRANULAR SY 351.7 5 COMPACTION TESTING LS 1.0 6 TRENCH FOUNDATION TONS 100.0 REPLACEMENT OF UNSUITABLE 7 BACKFILL MATERIAL CY 100.0 8 TRENCH COMPACTION TESTING LS 1.0 SANITARY SEWER GRAVITY MAIN - TRENCHED, PVC TRUSS, t;- 9 8" LF 37.5 SANITARY SEWER GRAVITY - MAIN - TRENCHED, PVC TRUSS, Ys 10 10" LF 942.7 SANITARY SEWER SERVICE 11 STUB, PVC, 4" LF 280.0 12 REMOVAL OF SANITARY SEWER LF 821.8 SANITARY SEWER ABANDONMENT, FILL AND 13 PLUG LF 174.2 14 BYPASS PUMPING LS 1.0 MANHOLE, SANITARY SEWER, 15 48" EA 4.0 REMOVE MANHOLE OR INTAKE, 16 SANITARY MANHOLE EA 5.0 17 PCC PAVEMENT, 8" SY 232.5 Nevada Avenue Sanitary Sewer Replacement Project 0400 — Page 2 of 6 BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT PCC PAVEMENT SAMPLES AND 18 TESTING LS 1.0 REMOVAL OF SIDEWALK, SHARED USE PATH, OR 19 DRIVEWAY SY 81.6 20 PCC SIDEWALK, 4" SY 19.0 21 PCC SIDEWALK, 6" SY 6.6 22 PAVED DRIVEWAYS, PCC, 6" SY 59.4 23 PAVEMENT REMOVAL SY 243.3 REMOVE, SALVAGE, AND 24 REINSTALL PAVERS SY 14.1 :`= °°' 25 TEMPORARY TRAFFIC CONTROL LS 1.0 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC ry 26 SEEDING ACRE 0.5 27 WATERING MGAL 28.5 28 WARRANTY LS 1.0 29 SOD SQ 252.5 30 TREE PROTECTION EA 26.0 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) - 31 MANAGEMENT LS 1.0 FILTER SOCKS - INSTALLATION, 32 12" LF 2,150.0 33 FILTER SOCKS - REMOVAL LF 2,150.0 STABILIZED CONSTRUCTION 34 ENTRANCE BY SQUARE YARD SY 311.1 Nevada Avenue Sanitary Sewer Replacement Project 0400— Page 3 of 6 BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT 35 CHAIN LINK FENCE LF 183.3 36 GATES, WOOD EA 2.0 37 GATES, CHAIN LINK EA 7.0 REMOVAL AND REINSTALLATION OF EXISTING 38 FENCE, WOOD LF 375.1 REMOVAL AND REINSTALLATION OF EXISTING 39 FENCE, CHAIN LINK LF 1,696.2 REMOVAL OF FENCE, HOG 40 FENCE LF 110.0 41 TEMPORARY FENCE LF 2,287.7 42 LANDSCAPING LS 1.0 43 DEMOLITION WORK LS 1.0 44 CONSTRUCTION SURVEY LS 1.0 45 MOBILIZATION LS 1.0 TOTAL EXTENDED AMOUNT = $ The Bidder may submit computer-generated unit price table in accordance with the Special Provisions. 4 Vic`• t Nevada Avenue Sanitary Sewer Replacement Project 0400— Page 4 of 6 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NAME OF SUBCONTRACTORS TYPE OF WORK APPROXIMATE COSTS NOTE: All subcontractors are subject to approval by City of Iowa City. ca J rTi s'. v ry cn Nevada Avenue Sanitary Sewer Replacement Project 0400— Page 5 of 6 The undersigned Bidder is a/an: ❑ Individual, Sole Proprietorship ❑ Partnership El 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 Signature Printed Name Title c"-' C")-4 L r i Street Address C:3 T" N CJ1 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. Nevada Avenue Sanitary Sewer Replacement Project 0400— Page 6 of 6 0405 BIDDER STATUS FORM All bidders must submit the following completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. To be completed by all bidders Part A ❑Yes 0 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 0 No My company has an office to transact business in Iowa. ❑ Yes 0 No My company's office in Iowa is suitable for more than receiving mail,telephone calls,and e-mail. ❑ Yes 0 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 0 No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered"Yes"for each question above,your company qualifies as a resident bidder.Please complete Parts B and D of this form. If you answered"No"to one or more questions above,your company is a non-resident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B Dates: to Address: (mm/dd/yyyy) City, State,Zip Code: Dates: to Address: (mm/dd/yyyy) City,State,Zip Code: Dates: to Address: (mm/dd/yyyy) City,State,Zip Code: You may attach additional sheet(s) if needed. To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preference to bidders who are residents? 0 Yes 0 No 3. If you answered"Yes"to question 2,identify each preference offered by your company's home state or r&eign country and the appropriate legal citation. yes 7— You may attach additional sheet(s) if needed. c� To be completed by all bidders Part D c.f 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: Nevada Avenue Sanitary Sewer Replacement Project 0405— Page 1 of 2 WORKSHEET: AUTHORIZATION TO TRANSACT BUSINESS This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. El Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa Secretary of State, has filed its most recent biennial report with the Secretary of State, and has neither received a certificate of withdrawal from the Secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa Secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. 70, r r' S* M CD Ya p�1 UI Nevada Avenue Sanitary Sewer Replacement Project 0405— Page 2 of 2 0410 BID BOND FORM NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY , as Principal, and as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa, hereinafter called "OWNER," in the amount of to pay said sum as herein provided. We as Principal and Surety further promise and declare that these obligations shall bind our heirs, executors, administrators, and successors jointly and severally. This obligation is conditioned on the Principal submission of the accompanying bid, dated for Nevada Avenue Sanitary Sewer Replacement Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a security for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid security shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the security, as provided in the Project Manual or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its security shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid security this day of , A.D., 20 (Seal) Witness Principal__ �y By: =' (Title) --+ (Seal) Surety By: ,. Witness (Attorney-in-fact) Attach Power-of-Attorney, if applicable Nevada Avenue Sanitary Sewer Replacement Project 0410— Page 1 of 1 0500 CONTRACT NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY THIS CONTRACT is made and entered into by and between the City of Iowa City, Iowa ("City"), and ("Contractor"). WHEREAS the City has prepared certain Plans, Specifications, Proposal and Contract dated the 26th day of May, 2021, for the Nevada Avenue Sanitary Sewer Replacement("Project"), and WHEREAS, the City publicly solicited bids for construction of said Project; and WHEREAS, Contractor submitted a bid on the Project described in said Project Manual; and WHEREAS, the parties hereto now wish to enter into this Contract for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Proposal including the total extended amount of $ which sums are incorporated herein by this reference. 2. This Contract consists of the Contract Documents, as defined in the Section 1010, 1.03, and the following additional component parts which are incorporated herein by reference: a. Contractor's Completed Bidder Status Form; attached hereto; and b. Contractor's Completed Contract Compliance Program (Anti- Discrimination Requirements)Assurance, if applicable, pursuant to Section 0200, attached hereto; and c. Contractor's Completed Wage Theft Affidavit, if applicable, pursuant to Section 0200, attached hereto. The above components are deemed complementary and what is called for by one shall be as binding as if called for by all. --{ - 'J NN Nevada Avenue Sanitary Sewer Replacement Project 0500 — Page 1 of 2 3. The names of those persons, firms, companies or other parties, acknowledged by the City, with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows (or shown on an attachment): NAME OF APPROXIMATE SUBCONTRACTORS TYPE OF WORK COSTS ry C C`7 "CD— L.),..�.« �> N t.s"t DATED this day of , 20 (The City of Iowa City will date this Contract after all signatures are obtained) City Contractor By: By: Signature of City Official Signature of Contractor Officer Printed Name of City Official Printed Name of Contractor Officer Title of Contractor Officer ATTEST: ATTEST: By: By: City Clerk (for Formal Projects only) (Company Official) APPROVED BY: City Attorney's Office Nevada Avenue Sanitary Sewer Replacement Project 0500— Page 2 of 2 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, , as Principal (hereinafter the "Contractor" or "Principal") and as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of dollars ($ ), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns, jointly or severally, firmly by these presents. The conditions of the above obligations are such that whereas said Contractor entered into a contract with the Jurisdiction, bearing date the day of , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: This project includes approximately 960 linear feet of sanitary sewer replacement, sanitary sewer manholes, sanitary sewer service reconnection, sanitary sewer abandonment, seeding/sodding, 8" PCC pavement, 6" PCC driveway, and 4" PCC sidewalk. To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to-wit: 1. PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Cortractor 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 er#tptoyeesfurnishing materials or providing labor in the performance of the Contract. ` ry 2. PAYMENT: The Contractor and the Surety on this Bond hereby agreed tapay all just claims submitted by persons, firms, subcontractors, and corporationshiiig 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 labs, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the Nevada Avenue Sanitary Sewer Replacement Project 0510— Page 1 of 4 improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of five year(s) (5) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good repair; and C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. 4. GENERAL: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: A. To consent without notice to any extension of time to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. D. That no provision of this Bond or of any other contract shall be valid that limits to less than five year(s) (5) after the acceptance of the work under the Contract the right to sue on this Bond. E. That as used herein, the phrase "all outlay and expense" is not to be limited in any way, but shall include the actual and reasonable costs and expenses incurred by the Jurisdiction including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense"would include but not be limited to all contract v' or employee expense, all equipment usage or rental, materials, testing, outside experts, attorneys fees (including overhead expenses of the Jurisdiction's staff .attorne s expenseslitigationtheyby== y ), and all costs and of as are incurred the eCt ,Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the tttirisdiction on all claims made against the Jurisdiction on account of Contractor's cry ;-failure to perform as required in the Contract and Contract Documents, that all M = reements and promises set forth in the Contract and Contract Documents, in ajroved 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. Nevada Avenue Sanitary Sewer Replacement Project 0510— Page 2 of 4 In the event the Jurisdiction incurs any "outlay and expense" in defending itself against any claim as to which the Contractor or Surety should have provided the defense, or in the enforcement of the promises given by the Contractor in the Contract, Contract Documents, or approved change orders, or in the enforcement of the promises given by the Contractor and Surety in this Bond, the Contractor and Surety agree that they will make the Jurisdiction whole for all such outlay and expense, provided that the Surety's obligation under this bond shall not exceed 125% of the penal sum of this bond. In the event that any actions or proceedings are initiated regarding this Bond, the parties agree that the venue thereof shall be Johnson County, State of Iowa. If legal action is required by the Jurisdiction to enforce the provisions of this Bond or to collect the monetary obligation incurring to the benefit of the Jurisdiction, the Contractor and the Surety agree, jointly, and severally, to pay the Jurisdiction all outlay and expense incurred therefor by the Jurisdiction. All rights, powers, and remedies of the Jurisdiction hereunder shall be cumulative and not alternative and shall be in addition to all rights, powers, and remedies given to the Jurisdiction, by law. The Jurisdiction may proceed against surety for any amount guaranteed hereunder whether action is brought against the Contractor or whether Contractor is joined in any such action(s) or not. NOW THEREFORE, the condition of this obligation is such that if said Principal shall faithfully perform all the promises of the Principal, as set forth and provided in the Contract and in this Bond, then this obligation shall be null and void, otherwise it shall remain in full force and effect. When a work, term, or phrase is used in this Bond, it shall be interpreted or construed first as defined in this Bond and the Contract; second, if not defined in the Bond or Contract, it shall be interpreted or construed as defined in applicable provisions of the Iowa Code; third, if not defined in the Iowa Code, it shall be interpreted or construed according to its generally accepted meaning in the construction industry; and fourth, if it has no generally accepted meaning in the construction industry, it shall be interpreted or construed according to its common or customary usage. Failure to specify or particularize shall not exclude terms or provisions not mentioned and shall not limit liability hereunder. The Contract is hereby made a part of this Bond. N ..r � Jy N "C.) Nevada Avenue Sanitary Sewer Replacement Project 0510— Page 3 of 4 PRINCIPAL: SURETY: Printed Name of Contractor Officer Surety Company Name By By Signature of Contractor Officer Signature of Attorney-in-Fact Officer Title of Contractor Officer Printed Name of Attorney-in-Fact Officer Company Name of Attorney-in-Fact Company Address of Attorney-in-Fact City, State, Zip Code of Attorney-in-Fact Telephone Number of Attorney-in-Fact u7 N .4 .. y `Y }- r-- >- r t---ZC st �� 0 r+� Nevada Avenue Sanitary Sewer Replacement Project 0510— Page 4 of 4 C r,...., - :=- Nitz WQ U►-- m > <Z 3C 0520 ti CONTRACT COMPLIANCE SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: 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 0520 — Pages 2 and 3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code Section 2-3-1. Nevada Avenue Sanitary Sewer Replacement Project 0520— Page 1 of 6 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) 1. The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations(see generally 29 U.S.C. § 1608 et seq.)and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) .`J Cam: ..r Phor Neer Street Address CJ • ? City, State, Zip Code Nevada Avenue Sanitary Sewer Replacement Project 0520— Page 2 of 6 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Title Print Name Date o == AO. 2a010 n1 i. t rV rn Nevada Avenue Sanitary Sewer Replacement Project 0520— Page 3 of 6 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES 1. COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document 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. ,-a 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign pone the Equ responsibility of administering and promoting your company's a loyment Opportunity program. This person should have a position in your Qt aanizOpn which emphasizes the importance of the program. o� 3. INSTRUCT STAFF Cr` Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself"Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of Nevada Avenue Sanitary Sewer Replacement Project 0520— Page 4 of 6 discrimination. (h) Improve hiring and selection procedures and use non-biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. For your information is a copy of Section 2-3-1 of the City Code which prohibits certain discriminatory practices in employment can be found at: https://codelibrary.amlegal.com/codes/iowacityia/latest/iowacity ia/0-0-0-631#JD 2-3-1. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. ra r . 7( 33 a7' 3 ) C7� Nevada Avenue Sanitary Sewer Replacement Project 0520— Page 5 of 6 SAMPLE: EQUAL EMPLOYMENT OPPORTUNITY POLICY To all employees of This Company and its employees shall not discriminate against any employee or applicant for employment based on his or her age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. The anti-discrimination policy extends to decisions involving hiring, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Further, this Company and its employees will provide a working environment free from such discrimination. All employees are encouraged to refer minority and women applicants and applicants with disabilities for employment. The Equal Employment Opportunity Officer for the is: 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. CD rV rn Nevada Avenue Sanitary Sewer Replacement Project 0520— Page 6 of 6 0530 WAGE THEFT POLICY all MA A Y 27 H I I: 26 It is the policy of the City of Iowa City, as expressed by City Council Resolution Np.,_a 364 adopted on November 10, 2015, not to enter into certain contracts with, or pi-bwide(;clijttejtpirtiwry economic development assistance to, any person or entity(including an owner of more than 25/o of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, for a period of five (5) years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter"Wage Theft Policy") Application. The Wage Theft Policy applies to the following: a. Contracts in excess of$25,000 for goods, services or public improvements. b. Contracts for discretionary economic development assistance. "Discretionary" economic development assistance shall mean any economic development assistance provided by the City of Iowa City that is not required by law. II. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods and services, emergency construction or public improvement work, sole source contracts excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other governmental entities. III. Affidavit. The contracting entity must complete the attached affidavit showing compliance with the Wage Theft Policy and provide it to the Contracting Department prior to the execution of the contract. Contract provision: Any contract to which this policy is applicable will include the following contract provision: If the City becomes aware that a person or entity (including an owner of more than 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); Nevada Avenue Sanitary Sewer Replacement Project 0530— Page 1 of 3 c. Remedial action has been taken to prevent a recurrence of the acts giving rise to the disqualification or default; or d. Other factors that the person or entity believes are relevant. The City Manager or Designee shall review the documentation submitted, make any inquiries deemed necessary, request additional documentation if warranted and determine whether a reduction in the ineligibility period or waiver is warranted. Should the City Manager or Designee determine that a reduction or waiver of the ineligibility period is warranted the City Manager or Designee shall make such recommendation to the City Council. The City Council will make a final decision as to whether to grant a reduction or waiver. c ti cr, Nevada Avenue Sanitary Sewer Replacement Project 0530— Page 2 of 3 WAGE THEFT AFFIDAVIT I, , certify under penalty of perjury and pursuant to the laws of the State of Iowa that the following is true and correct: 1. I am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither ["contracting entity"] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. Signature N >— -mac C.)-'�'. N N CT) Nevada Avenue Sanitary Sewer Replacement Project 0530— Page 3 of 3 SUDAS STANDARD SPECIFICATIONS The City of Iowa City has adopted the SUDAS Standard Specifications for use on all public improvement projects and construction within the public right-of-way. The SUDAS Standard Specifications are incorporated herein by reference. Copies of the current version of the SUDAS Standard Specifications Manual can be obtained from the SUDAS website at: https://iowasudas.orq/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.orq/archived-specifications/. -G tom'"" . .y Nevada Avenue Sanitary Sewer Replacement Project Page 1 of 1 GENERAL SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the General Supplemental Specifications for use on all public improvement projects and construction within the public right-of-way. The General Supplemental Specifications are incorporated by reference. Copies of the General Supplemental Specifications can be obtained from the website at: https://iowasudas.org/supplemental-specifications/. These specifications are kept on file in the City Engineer's Office and will be made available for viewing by City staff and the public. O Q C7-`„: -!C" J rn Nevada Avenue Sanitary Sewer Replacement Project Page 1 of 1 SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the Supplemental Specifications to the 2021 Edition of the SUDAS Standard Specifications Manual for use on all public improvement projects and construction within the public right-of-way. The Supplemental Specifications are incorporated herein by reference. Copies of the current version can be obtained at: https://www.iowa- city.orq/weblink/0/edoc/1845668/CIC%20Supplemental%20Specs.pdf or are available in the City Engineering Division Office. If City Hall is closed to the public due to the health and safety concerns from COVID-19, arrangements for public examination will need to be made with the City Engineering Division Office by telephone at (319) 356-5140. rJ -t ry ;,--• =4 CD rn ]=* M r'ri 3r CD > N) Nevada Avenue Sanitary Sewer Replacement Project Page 1 of 1 SPECIAL PROVISIONS The City of Iowa City allows bidders to submit a computer-generate attachment, hereinafter referred to as unit price attachment, in lieu of completing that portion of the Proposal identifying the bid items, description, unit, quantity, and unit prices. See Section 1020, 1.09.B, for details on preparing a computer-generated unit price attachment. This project includes several additional modifications to the SUDAS Standard Specifications beyond the Supplemental Specifications referenced earlier in this Project Manual. SECTION 7080 — PERMEABLE INTERLOCKING PAVERS 1.08 MEASUREMENT AND PAYMENT H. (ADD) Remove, Salvage, and Reinstall Pavers 1. Measurement: Measurement will be in square yards for the area of pavers removed, salvaged, and reinstalled. 2. Payment: Payment will be made at the unit price per square yard for the area of pavers. 3. Includes: Unit price includes, but is not limited to, the removal, salvaging, subgrade preparation, setting the pavers, and associated materials and labor. Broken pavers, as determined by the Engineer, shall become property of the Contractor. Replacement of broken pavers is incidental. r4 SECTION 9030 — PLANT MATERIAL AND PLANTING 1.08 MEASUREMENT AND PAYMENT -7-71 G. (ADD) Tree Protection — 1. Measurement: Each tree protection will be counted. N rp 2. Payment: Payment will be made at the unit price for each tree protected. 3. Includes: Unit price includes, but is not limited to, all materials, equipment and labor for installation, maintenance, removal and off-site disposal of fencing according to the Contract Drawings. 2.10 (ADD) TREE PROTECTION A. Fabric 1. Orange plastic mesh containing ultraviolet stabilizers to prevent degradation. 2. Flexible to 0 degrees Fahrenheit. Nevada Avenue Sanitary Sewer Replacement Project Page 1 of 3 3. Minimum tensile strength 250 pounds per foot longitudinally and 150 pounds per foot vertically. 4. Maximum aperture opening of a nominal 4.5 square inches. 5. Maximum porosity of 55%. B. Fence Posts: 1. T-section steel posts, 8 feet long. 2. Minimum weight: 1.3 pounds per foot (exclusive of anchor plate.) 3. Steel anchor plate for each post, firmly attached. 4. Lugs on posts for fabric anchorage. 3.09 (ADD) TREE PROTECTION PLAN A. Installation and Maintenance of Tree Protection Measures 1. Install tree protection prior to commencement of construction activities. 2. Install fence posts at a maximum 8-foot spacing or closer as necessary to prevent sagging of fence fabric. 3. Install fence supports as necessary as not to create a safety hazard. 4. Designate with visible paint trees to be removed in accordance with the plan. 5. Phasing of installation of tree protective measures is allowed only as approved by the City Engineer. 6. Minimize jointing or splicing of fence fabric within each location. 7. Repair or replace any tree protection fence that becomes damaged, not in vertical position or no longer provides the intended protection during the course of construction. B. Damages to Trees: 1. Damage to a Work Zone Protected Tree, Border Protected ,e, or_elher tree not designated for removal shall be determined by the City Engineer arrd shall include but not be limited to: ` �a r-- i. Scratched or gouged bark. orn ii. Broken branches. iii. Compaction of soil within the specified tree protection limits. Nevada Avenue Sanitary Sewer Replacement Project Page 2 of 3 iv. Storage of materials within the tree's critical root radius. v. Operation of equipment within the specified tree protection limits. vi. Parking of vehicles or equipment within a tree's critical root radius. vii. Spilling of harmful substances around or within a tree's critical root radius. C. Inspection and Documentation 1. Periodically inspect the tree protection fencing, repair, and deficiencies. 2. Notify City Engineer within 48 hours of damage to any tree not designated for removal. SECTION 9070 - LANDSCAPING 1.08 MEASUREMENT AND PAYMENT G. (ADD) Landscaping 1. Measurement: Lump sum item; no measurement will be made. 2. Payment: Payment will be at the lump sum price. 3. Includes: Unit price includes, but is not limited to,all labor and materials necessary for the CONTRACTOR to reinstall landscaping blocks, pavers, railroad ties or other items disturbed in the temporary construction easement during construction. b o — c ss -.c �..� „1 n ' ^„ y N CT Nevada Avenue Sanitary Sewer Replacement Project Page 3 of 3 PLANS v--{ -< *rm. n_ N r-- z< Y Z' N E3� Nevada Avenue Sanitary Sewer Replacement Project Page 1 of 1 APPENDICES MUTCD Figure 6H-20. Detour for a Closed Street (TA-20) Geotechnical Evaluation Report o A -mac ---+n " N O Nevada Avenue Sanitary Sewer Replacement Project Page 1 of 1 "- -rc-) 2009 Edition Page 673 Figure 6H-20. Detour for a Closed Street (TA-20) 111 0V3HV 03S013 — T ." adoa B o`d3Hb _ mi. c O i7) S4 mono ri w A jØ i 0 4 t 4---� I 3131YH1 1121111 111 O]S013 aroa a. +m cn a Main St �, � s DETOUR m a I Q3SOl0 �c c=„ Obr08 r ."Il rt .2ino130 0 Is ulew of +� 4--- A _____„-- , I. .. I i ROAD I - CLOSED DETOUR Nim, z _ m SF d A W. 21) PO h DETOUR l�T R EL — AHEAD anoi30 B Note:See Tables 6H-2 and 6H-3 ON] for the meaning of the - symbols and/or letter ROAD codes used in this figure. 1 IN — CLOSED �� AHEAD 7,7,,r--- Typical Application 20 a' ry December 2009 Sect.6H.01 Geotechnical Evaluation Report Nevada Avenue Sanitary Sewer Replacement Iowa City, Iowa Prepared for Anderson Bogert, Engineers and Surveyors, Inc. Professional Certification: I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa. My license renewal date is December 31, 2019. ** ZP ,,��„��/ 7. 0001 WOO I Timothy T.Wiles ,%., L••''�: .`� Principal/Senior Engineer ��'' ' License Number: 12939 August 29, 2019 N 3a. r Project B1907289 • F-- a oo Braun lntertec Corporation BRAUN I NTE RTEC The Science You Build On. B R A U! N Braun Intertec Corporation Phone:319.365.0961 1901 16th Avenue SW,Suite 2 INTERTECCedar Rapids,IA 52404 Web: braunintertec.com The Science You Build On. August 29, 2019 Project B1907289 Jayne C. DeCoste, PE Anderson Bogert, Engineers and Surveyors, Inc. 4001 River Ridge Drive NE Cedar Rapids, IA 52402 Re: Geotechnical Evaluation Report Proposed Nevada Avenue Sanitary Sewer Replacement Iowa City, Iowa Dear Ms. DeCoste: We are pleased to present this Geotechnical Evaluation Report for the sanitary sewer replacement project along Nevada Avenue in Iowa City, Iowa. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please call us at 319-365-0961. Sincerely, Braun Intertec Corporation Buddika odagama, EIT Staff Engineer Timothy T.Wiles, PE -< Principal/Senior Engineer ..�_ Wit- 1 V J Table of Contents Description Page A. Introduction 1 A.1. Project Description 1 A.2. Purpose 1 A.3. Background Information and Reference Documents 1 A.4. Scope of Services 1 B. Results 2 B.1. Geologic Overview 2 B.2. Groundwater 2 B.3. Geologic Profile 2 B.4. Laboratory Test Results 3 C. Discussion 3 C.1. Excavation Dewatering 3 C.2. Trench Installation 3 C.3. Trenchless Installation 4 C.4. Engineering Fill Materials and Compaction 4 D. Procedures 5 D.1. Penetration Test Borings 5 D.2. Exploration Logs 5 D.2.a. Log of Boring Sheets 5 D.2.b. Geologic Origins 5 D.3. Material Classification and Testing 5 D.3.a. Visual and Manual Classification 5 D.3.b. Laboratory Testing 6 D.4. Groundwater Measurements 6 E. Qualifications 6 E.1. Variations in Subsurface Conditions 6 E.1.a. Material Strata 6 E.1.b. Groundwater Levels 6 E.2. Continuity of Professional Responsibility 7 E.2.a. Plan Review 7 E.2.b. Construction Observations and Testing 7 E.3. Use of Report 7 E.4. Standard of Care 7 Appendix H Boring Location Plan a Log of Boring Sheets ?> x",� Descriptive Terminology of Soil �?"< N t\? �.r A. Introduction 4.,11; 0 A.1. Project Description (-)-< N -..:"' We understand that the project includes of the replacement of approxiniat�.,jl' 9buttiineaMr teet of 8-inch sanitary sewer pipe that runs parallel to Nevada Avenue and Regal lane.T. edefative section that is to be replaced is located between Lakeside Drive and Whispering Meadow Drive.Weealso understand that both trench installation and trenchless installation methods are being considered for the sewer. replacement. Based on the provided sewer pipe profile plan,the existing sewer appears to be approximately 7 to 15 feet below the existing grade. A.2. Purpose The purpose of this geotechnical evaluation was to characterize subsurface geologic conditions at selected boring locations.Then, report these conditions and provide a brief discussion pertaining to the geotechnical aspects of the sanitary sewer replacement project. A.3. Background Information and Reference Documents To facilitate our evaluation,we relied on the following information: • Email communications with Anderson Bogert • A request for proposal, documents outlining the project approach and schedule, and site photographs. • A profile plan indicating the sanitary sewer extension for the Lakeside Addition, dated 1-4-71. We have described our understanding of the proposed project to the extent others reported it to us. Depending on the extent of available information, we may have made assumptions based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, the project team should notify us. New or changed information could require additional evaluation. A.4. Scope of Services We performed our scope of services for the project in general accordance with our Proposal for a Geotechnical Evaluation authorized on July 9, 2019.The following list describes the tasks completed in accordance with our authorized scope of services. Anderson Bogert Project: B1907289 August 29, 2019 .. Lf .: Page 2 swelms 11I MAY 27 AM I I: 27 • Reviewed the bikkgkiiiriciiiragrmation and reference documents previously cited. IOWA CITY. IOWA • Staked boring locations and cleared them of underground utilities prior to drilling. The Soil Boring Location Plan included in the Appendix shows the approximate boring locations. • Drilled two borings denoted as B-1 and B-2,to a depth of 15 feet below grade. • Either split-spoon samples(taken during SPT testing) or thin-walled tube samples were obtained at 21/2-to 5-foot intervals throughout the boring. • Tested select samples in our laboratory for soil classification and engineering analysis. • Prepared this report containing a boring location plan, logs of soil borings, a summary of the soils encountered, results of laboratory tests, and a discussion regarding the geotechnical aspects related sanitary sewer replacement. B. Results B.1. Geologic Overview We based the geologic origins used in this report on the soil types, in-situ and laboratory testing, and available common knowledge of the geological history of the site. Because of the complex depositional history,geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the geologic history for the site. 6.2. Groundwater The drillers checked for groundwater during the drilling process and rechecked after 24 hours. We did not observe groundwater in either boring location during those times. It should be noted that groundwater levels will fluctuate with seasonal variation, periods of heavy or prolonged precipitation and the water level in nearby water features. Longer term measurements in cased holes could be used to better characterize the groundwater levels on site. B.3. Geologic Profile Table 1 provides a summary of the soil boring results, listed in the general order we encountered the strata. Please refer to the Log of Boring sheets in the Appendix for additional details.The Descriptive Terminology sheets in the Appendix include definitions of abbreviations used in Table 1. BRAUN INTERTEC Anderson Bogert Project: B1907289 � August 29, 2019 Page 3 2Dt1 MAY 27 AM II: 21 Table 1. Subsurface Profile S " Cl " soinvoM CITY.RI & f ASTM Penetration Strata Classification Resistances Commentary and Details Topsoil • Present in both borings to depths ranging from approximately 18 to 24 inches below existing grade. • Present in both borings below the topsoil. Existing Fill CL 5 to 6 BPF • Encountered to depths ranging from 31/2 to 5 feet below existing grade. • Typically moist,gray and brown. • Present in both borings below the existing fill. • Encountered to the bottom of the boring at 15 feet Loess CL 4 to 6 BPF below existing grade. • Moist,gray and brown. • Soft to medium consistency. B.4. Laboratory Test Results The boring logs show the results of laboratory testing we performed using standard ASTM methods next to the tested sample depth. C. Discussion C.1. Excavation Dewatering Based on our observations, we do not anticipate groundwater to encounter within the proposed installation depths. However,the contractor should be prepared to remove any groundwater or surface water entering the excavation.We anticipate that sump pits and pumps should be sufficient for dewatering efforts in fine-grained, clay soils. C.2. Trench Installation If trench installation is considered, all excavation must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, "Excavations and Trenches."This document states that excavation safety is the responsibility of the contractor. Reference to these OSHA requirements should be included in the project specifications. BRAUN INTERTEC Anderson Bogert Project: B1907289 ;., August 29, 2019 Page 4 roi +,.<,( 27 i U: 2 Based on the information provided,wet _co,not anticipate the excavations to extend beyond a depth of 15 . ` . it'. . feet.The soft to medium le,� , a �re�Crsti fill encountered is typically classified as Type C in accordance with OSHA gui a Ines. OSHA guidelines indicate unsupported excavations in Type C soils should have gradient no steeper than 1%H:1V. Based on the anticipated depths of the excavations and space constraints,trench boxes will likely be an effective option.We recommend that contractors review the boring logs to determine the appropriate method. C.3. Trenchless Installation If trenchless installation method is considered, we recommend that the contractor review the boring logs and materials encountered prior to the installations.As discussed earlier in this section,we do not anticipate groundwater to be encountered during trenchless installation. C.4. Engineering Fill Materials and Compaction Onsite soils free of organics and debris can be considered for reuse as general backfill for trenched installations. Moisture conditioning of clay could be required prior to compaction.The clay will be more difficult to compact if wet or allowed to become wet, or if spread and compacted over wet surfaces.We recommend spreading engineered fill in loose lifts of approximately 8 to 12 inches thickness. We recommend compacting engineered fill in accordance with the criteria presented in Table 2.The project documents should specify relative compaction of engineered fill, based on the structure located above the engineered fill, and vertical proximity to that structure. Table 2. Compaction Recommendations Summary Relative Moisture Content Variance from Optimum, Compaction,percent percentage points (ASTM D698— <12%Passing#200 Sieve >12%Passing#200 Sieve Reference Standard Proctor) (typically SP,SP-SM) (typically CL,SC,ML,SM) Within 12 inches of 98 ±3 -1 to+3 pavement subgrade More than 12 inches below pavement 95 ±3 ±3 subgrade • Below landscaped 90 +5 ±4 surfaces BRAUN INTERTEC Anderson Bogert nit tiVf 21 OW: 21 Project: B1907289 August 29, 2019 CIrf CLERKlowA CIT . \hi% Page 5 D. Procedures D.1. Penetration Test Borings We drilled the penetration test borings with an ATV-mounted drill rig equipped with hollow-stem augers. We performed the borings in general accordance with ASTM D6151 taking penetration test samples at 21/2-or 5-foot intervals in general accordance to ASTM D1586. We collected thin-walled tube samples in general accordance with ASTM D1587 at selected depths.The boring logs show the actual sample intervals and corresponding depths. D.2. Exploration Logs D.2.a. Log of Boring Sheets The Appendix includes Log of Boring sheets for our penetration test borings.The logs identify and describe the penetrated geologic materials,and present the results of penetration resistance and other in-situ tests performed.The logs also present the results of laboratory tests performed on penetration test samples, and groundwater measurements. We inferred strata boundaries from changes in the penetration test samples and the auger cuttings. Because we did not perform continuous sampling,the strata boundary depths are only approximate.The boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as gradual rather than abrupt transitions. D.2.b. Geologic Origins We assigned geologic origins to the materials shown on the logs and referenced within this report, based on: (1)a review of the background information and reference documents cited above, (2)visual classification of the various geologic material samples retrieved during the course of our subsurface exploration, (3) penetration resistance testing performed for the project, (4) laboratory test results, and (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. D.3. Material Classification and Testing D.3.a. Visual and Manual Classification We visually and manually classified the geologic materials encountered based on ASTM D2488. When we performed laboratory classification tests,we used the results to classify the geologic materials in BRAUN INTERTEC Anderson Bogert Project: B1907289 August 29, 2019 Page 6 27 „ I � 27 Ti,2I t it+`j accordance with ASTM D2487.The App,endix includes a chart explaining the classification system we used. CITY CLE \ IOTA CITY, t0WA D.3.b. Laboratory Testing The exploration logs in the Appendix note most of the results of the laboratory tests performed on geologic material samples.The remaining laboratory test results follow the exploration logs. We performed the tests in general accordance with ASTM procedures. D.4. Groundwater Measurements The drillers checked for groundwater while advancing the penetration test borings and rechecked after 24 hours later, as noted on the boring logs. E. Qualifications E.1. Variations in Subsurface Conditions E.1.a. Material Strata We developed our evaluation, analyses and recommendations from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth.Therefore,we must infer strata boundaries and thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning should expect the strata to vary in depth,elevation and thickness, away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until performing additional exploration work, or starting construction. If future activity for this project reveals any such variations,you should notify us so that we may reevaluate our recommendations.Such variations could increase construction costs, and we recommend including a contingency to accommodate them. E.1.b. Groundwater Levels We made groundwater measurements under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. Note that the observation periods were relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. BRAUN INTERTEC Anderson Bogert Project: B1907289 August 29,2019 Page,7' r- 1V2I MAY 27 AM I!: 27 E.2. Continuity of Professional ResponsibiI CLERK u p CITY. IOWA E.2.a. Plan Review We based this report on a limited amount of information, and we made a number of assumptions to help us develop our recommendations. We should be retained to review the geotechnical aspects of the designs and specifications.This review will allow us to evaluate whether we anticipated the design correctly, if any design changes affect the validity of our recommendations,and if the design and specifications correctly interpret and implement our recommendations. E.2.b. Construction Observations and Testing We recommend retaining us to perform the required observations and testing during construction as part of the ongoing geotechnical evaluation.This will allow us to correlate the subsurface conditions exposed during construction with those encountered by the borings and provide professional continuity from the design phase to the construction phase. If we do not perform observations and testing during construction, it becomes the responsibility of others to validate the assumption made during the preparation of this report and to accept the construction-related geotechnical engineer-of-record responsibilities. E.3. Use of Report This report is for the exclusive use of the addressed parties. Without written approval,we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. E.4. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty,express or implied, is made. BRAUN INTERTEC F11 11121 MAY 21 AM II: 21 CITY CLERK IOWA CITY. IOWA Appendix 6 -,Y r,� �T >s I — t � r 3 f L� / f s • I ' ? i * • [..j. j f ' . i '• 1,....AI . .. . r am+ .• r • ...,...m..--„:„.1.-...mlit.:- r -a. , LL Ai w ff �. I is '#�' be - ' I '.,. ,` R Reba f ` \ �� ! _„� r," s Tr -•.,) , - . ..1P .+ 1 . I ! nt. :.. - • — --ir) _m �' N T II R D.:TE DRAM BY BSG 8/13/2019 Boring Location Plan sr Q APPD8'Y: TTW 8/13/2019 Nevada Avenue Sanitary Sewer Replacement B RAY N -i'BrIC' B1907289 Iowa City, Iowa INTERTEC DAG.I IC 1 SHEET OF SCALE NA 1 1 BRAUN" LOG OF BORING I NTE RTEC Braun Project B1907289 BORING: : , B_I Geotechnical Evaluation LOCATION: See attached boring location sketch. Nevada Ave Sewer Replacement Iowa City, Iowa 7 fl MAY 2-7AM I I: 2 7 0 DRILLER: C.Gracey/B.Ward METHOD: 3 1/4"HSA,Autohammer DATE i\VAf� F2 i}K IOWj I,SCALE: 1"=4' `° Depth feet Description of Materials BPF WL MC DD Tests or Notes 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USACE EM1110-1-2908) % pcf co TS '{'' Topsoil — — a) • 2.0 :'. t FILL • . FILL: Lean Clay,grayish brown,moist 5 Q 3.5 i•• • 0_ CL V LEAN CLAY, light gray and brown,moist, medium — 6 .c (Loess) � 26 98 qP .75 tsf CD _ 5 LL= 33, PL=23, _ 6 24 15.0 END OF BORING. — Water not observed while drilling. — Water not observed 24 hours after withdrawal of auger. Boring then backfilled. co co m 00 ry n 0 0 s s w — U a z — o — 0 B1907289 Braun Intertec Corporation B-1 page 1 of 1 BRAUN" LOG OF BORING I NTE RTEC Braun Project B1907289 BORING: B-2 Geotechnical Evaluation _ ' ' `_ LOCATION: See attached boring location sketch. Nevada Ave Sewer Replacement Iowa City, Iowa 7171 MAY 27 AM II: 27 DRILLER: C.Gracey/B.Ward METHOD: 3 1/4"HSA,Autohammer DATE: ;E i-,7/1' f l SCALE: 1"=4' - it Depth 1C',itt CITY. 1CV A c feet Description of Materials BPF WL MC DD Tests or Notes 0.0 Symbol (Soil-ASTM D2488 or D2487,Rock-USAGE EM1110-1-2908) % pcf TS '"' Topsoil 1.5 °— FILL ;•;• FILL: Lean Clay,grayish brown,moist 6 .• •• N— i••• •O o_ ••• _ 5 25 5.0 �••• • CL LEAN CLAY,trace Organics,gray and brown,moist,soft n_ (Loess) 4 N 28 118 qP .5 tsf cn _ 4 15.0 I END OF BORING. _ Water not observed while drilling. o — Water not observed 24 hours after withdrawal of auger. — Boring then backfilled. Z c• N N _ W — u _ a O B1907289 Braun Intertec Corporation B-2 page 1 of 1 B R AU N Descriptive Terminology of Soil I NTE RTEC Based on Standards ASTM D 2487-11/2488-09a Tte edemas You Build On. (Unified Soil Classification System) Criteria for Assigning Group Symbols and Soil Classification ;--""Padicle Size Identification Group Names Using Laboratory Tests' Group Boulders ---- }""tY ief 12" Symbol Group Name' Cobbles 3"to 12" c Gravels Clean Gravels C"z 4 and 15 C,53° GW Well-graded gravel' Gravel o (More than 50%of Less than 5%fines C0<4 and/or(C,<1 or C,>3)° GP Poorly graded gravel' e. 3' 9 mm to 75.00 x 3 coarse fraction ( ) 1D1 2•� mm) 'R u "E retained on No.4 Gravels with Fines Fines classify as ML or MH GM Silty graver ru Fine No.4 to 3/4"(4.75 mm to 19.00 mm) C g sieve) (More than 12%fines`) sc Sa (7'�,i CLERK 1e° Fines Classify as Cl or CH GC Clayey gravel' 1 1 i 4��iliii�iJ/''�' C„26 and SW Well-graded sand' rfe. 0.4(2.00 mm to 4.75 mm) i Sands Chan Sands " r I r4enC .T. a(� y (50%or more coarse (Less than5%fines) C"<6 and/or(C,<jarC,>3)° SP Poorly graded sand' ••N t� 0.10(0.425mmto2.00mm) 5 Fine No.200 to No.40 E fraction passes No.4 Fines classify as ML or MH SM Silty sand'"' Sands with Fines sieve (0.075 mm to 0.425 mm) (More than 12%fines") Fines classify as CL or CH SC Clayey sand'6' Silt No.200(0.075 mm)to.005 mm PI>7 and plots on or above"A"line' CL Lean clay'`" Clay <.005 mm a. Silts and Clays Inorganic , PI<4 or plots below"A"line' ML Silt" (Liquid limit less than ,f( i d so) Liquid Limit-oven dried Organic clay"." Relative Proportions4M '2 Organic Liquid Limit-not dried <0.75 OL Organic silt'`Mo trace 0 to 5% i 0 8n,E � above PI plots on or "A"line CH Fat clayslr" little 6 to 14% �' 8 z° Silts and Clays Inorganic sl a with 2 15% '� r (Liquid limit 50 or PI plots below'A"line MH Elastic sift 'ii.. lay'"'' more) Organic LiquidLlmlt-oven dried<075 OH Organicc Inclusion Thicknesses Liquid Limit-not dried Organic silt'L'"° lens O to 1/8" Highly Organic Soils Primarily organic matter,dark in color,and organic odor PT Peat seam 1/8"to 1" layer over 1" A. Based on the material passing the 3-inch(75-mm)sieve. B. If field sample contained cobbles or boulders,or both,add"with cobbles or boulders, Apparent Relative Density of Cohesionless Soils or both"to group name. Very loose 0 to 4 BPF C. Gravels with 5 to 12%fines require dual symbols: Loose 5 to 10 BPF GW-GM well-graded gravel with silt Medium dense 11 to 30 BPF GW-GC well-graded gravel with clay Dense 31 to 50 BPF GP-GM poorly graded gravel with silt Very dense over 50 BPF GP-GC poorly graded gravel with clay D. C°=Dw/Dte C,= (D30)2/(OnoxDw) E. If soil contains 2 15%sand,add"with sand"to group name. Consistency of Blows Approximate Unconfined F. If fines classify as CL-ML,use dual symbol GC-GM or SC-SM. Cohesive Soils Per Foot Compressive Strength G. If fines are organic,add"with organic fines"to group name. Very soft 0 to 1 BPF <1/4 tsf H. Sands with 5 to 12%fines require dual symbols: Soft 2 to 4 BPF 1/4 to 1/2 tsf SW-SM well-graded sand with silt Medium 5 to 8 BPF 1/2 to 1 tsf SW-SC well-graded sand with clay Stiff 9 to 15 BPF 1 to 2 tsf SP-SM poorly graded sand with silt Very Stiff 16 to 30 BPF 2 to 4 tsf SP-SC poorly graded sand with clay Hard over 30 BPF >4 tsf I. If soil contains 2 15%gravel,add"with gravel"to group name. J. If Atterberg limits plot in hatched area,soil is CL-ML silty clay. Moisture Content: K. If soil contains 15 to<30%plus No.200,add"with sand"or"with gravel",whichever is predominant. Dry: Absence of moisture,dusty,dry to the touch. L. If soil contains 2 30%plus No.200,predominantly sand,add"sandy"to group name. Moist: Damp but no visible water. M. If soil contains a 30%plus No.200 predominantly gravel,add"gravelly"to group name. Wet: Visible free water,usually soil is below water table. N. PI 2 4 and plots on or above"A"line. O. PI<4 or plots below"A"line. Drilling Notes: P. PI plots on or above"A"line. BPF: Numbers indicate blows per foot recorded in standard Q. PI plots below"A"line penetration test,also known as"N"value. The sampler was set 6 inches into undisturbed soil below the hollow-stem auger. Driving resistances were then counted for second and third 6o 6-inch increments,and added to get BPF. for classification of fine-Drained sob , and n�I��r hied fracUas or ctsnrxwafrrY i so .malk. ..,...... _1_, ._ Partial Penetration: If the sampler cannot be driven the full equation of"A-line �i' 12 inches beyond the initial 6-inch set,the number of blows for Horizonthen Pt�.t0 Pi73(LL to 0)_ 5 �f I that partial penetration is shown as"No./X"(i.e.,50/2").If the F ^o' .�,' sampler cannot be advanced beyond the initial 6-inch set,the 1 Equationof"u"-line vertical at LL.16 to P1=7, `� depth of penetration will be recorded in the Notes column as then PI=0.9(LL-8) "No.to set X"(i.e.,50 to set 4"). 30- - —:r _ �V WH: WH indicates the sampler penetrated soil under weight of 20` hammer and rods alone;driving not required. 0, MH«�OH 10 1 WR: WR indicates the sampler penetrated soil under weight of 7--- SC4f4j/:' ML oft OL rods alone;hammer weight and driving not required. 0 10 16 20 30 40 So 60 70 80 90 100 110 WL: WL indicates the water level measured by the drillers LIQUID MUT(LL) either while drilling or following drilling. Laboratory Tests DO Dry Density,pcf OC Organic content,% PL Plastic limit,% WD Wet Density,pcf qa Pocket penetrometer strength LL Liquid limit,% P200 %Passing#200 sieve MC Moisture conent,% PI Plasticity Index,% 1/2018 \\ I Committed to providing professional and relationship-based engineering services. e. la 4001 River Ridge Drive NE ? t Cedar Rapids, IA 52402 A office: (319) 377-4629 f-�� R N Fax: (319) 377-8498 BOGERT fllZl MilY 27 AM II: 23 CI,. Y CLERK LETTER OF TRANSMITTAL 'A CITY. IO W'A ATTN: Joe B. Welter, PE, PMP DATE: 5-26-21 COMPANY: City of Iowa City PROJECT #: 219008 ADDRESS: 410 E. Washington Street Iowa City, IA 52240 RE: Nevada Avenue Sanitary Sewer Replacement Project WE ARE SENDING YOU: X ATTACHED UNDER SEPARATE COVER COPIES DATE DESCRIPTION 2 5-26-21 Signed Project Manual Certification Page 2 5-26-21 Signed Plan of Improvements Cover Page THESE ARE TRANSMITTED: FOR APPROVAL FOR REVIEW &COMMENT X FOR YOUR USE APPROVED AS NOTED X FOR YOUR FILES X AS REQUESTED REMARKS: The engineer's cost opinion for the Nevada Avenue Sanitary Sewer Replacement Construction Project, with a Public Hearing date of June 15, 2021 and a bid due date of July 8, 2021, is $462,000. COPY TO: File SIGNED: gtv, Jayne C. DeCoste, P.E. Cedar Rapids Marion www.anderson-bogert.com Iw- N a 0 0 N CITY OFIOWACTY IOWA L... 1 , NEVADA AVENUE 20T1 HAY27 4Hii 27 SANITARY SEWER rusCi ''Y CLERK REPLACEMENT PROJECT FINAL PLANS LOCATION MAP NOT TO SCALE 0 '0w�im.......` _ • • xr^ ;t11 Y.,- INDEX OF SHEETS GRANT WOOD i ! SHEET NO. DESCRIPTION ONE CALL , , • . - ELEMENTARY SCHOOL .- A.01 TITLE SHEET - A.02-A.03 GENERAL NOTES AND LEGEND A.04 OVERAt.L MAP CALL BEFORE YOU DIG! s�� C.01-C.05 BID ITEMS&QUANTITY TABULATIONS 1-800-292-8989 • - C.06-C.10 EROSION CONTROL PLAN L7` v7 7 b �5' C.11-C.12 STORM WATER POLLUTION PREVENTION PLAN WWW.iowaonecoll,corn —6'"""^"."" Y . D.01-0.06 PLAN&PROFILE " •;� F.01-F.02 PERMANENT FENCING PLAN t G.01-G.02 ALIGNMENT INFORMATION&SURVEY CONTROL _ ,' FAIRMEADOWS PARK H.01-H.O6 SURVEY MONUMENTS&EASEMENT PLAN f J.01-J.03 TRAFFIC CONTROL&CONSTRUCTION PHASING PLAN v - ! K.01-K.02 DRIVEWAY,INTERSECTION&JOINTING DETAILS 4, . ' 0.01 SOIL BORINGS LAKESIDE DR xi R.01-R.08 REMOVALS • „ - - -< ,� _ ' S.01 SIDEWALK DETAILS D C7 U.01-U.11 STANDARD DETAILS THE PROPOSED IMPROVEMENTS INCLUDED IN THESE DRAWINGS HAVE J' r D yr v BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT VERSION OF 0 z D <-, STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) MANUAL `m m t. � >111111 AND THE CITY OF IOWA CITY SUPPLEMENTS TO SUDAS. F�� to ., ` — IOWA DEPARTMENT OF NATURAL RESOURCES (DNR) NATIONAL 0 - CITY OF IOWA CITY POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PROJECT LOCATION m' ENGINEERING DIVISION PERMIT NO. 2 DISCHARGE AUTHORIZATION NUMBER m APPROVED FOR CONSTRUCTION MI r V MI Cil) IOWA DNR WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PERMIT SAND LAKE / / NUMBER _----- _ .> '�ic 27 Z r*1 CITY ENGINEER DATE i 7, °� ate. �.^ _ ,., I, - = I i< tP ESS1 I hereby certify that this Engineering document was prepared by Q�pf �Oti, me or under my direct personal supervision and that I am a duly �o `Fy UQ, t:! ed Engineer under e laws of the State of Iowa. Wz` • Inc 5/26/2) r JAYNE C. jz 01 DECOSTE m Jayne C. DeCoste Iowa Reg No. 14042 J� 14042 A My Ucenee renewal date Is December 31. 2022 Pages covered by this seal: ALL PLANS PREPARED BY: ``IC—WA 0 ANDERSONOBOGERT ...... TITLE SHEET A.O1 l LEGEND GENERAL NOTES UNDERGROUND UTILITY DATA 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STATEWIDE URBAN DESIGN AND - Existing Proposed SPECIFICATIONS (SODAS) STANDARD SPECIFICATIONS, GENERAL SUPPLEMENTAL SPECIFICATIONS, THESE DESIGN DRAWINGS HAVE INCORPORATED UNDERGROUND ACC / PCC / Curb SUPPLEMENTAL SPECIFICATIONS, AND SPECIAL PROVISIONS, UNLESS OTHERWISE SPECIFIED IN THESE UTILITY INFORMATION BASED UPON SUBSURFACE UTILITY Gravel / Drive / Sidewalk PLANS. ENGINEERING PRACTICES AND STANDARD, GUIDELINES FOR THE Building COLLECTION AND DEPICTION OF EXISTING-SI B$URFACE UTILITY - — Centerline - - DATA (Cl/ASCE 38-02). —---(c)----(c)----(c)-- CAN ----c----c----c— 2. CONSTRUCTION ADMINISTRATION WILL BE PERFORMED BY THE CITY OF IOWA CITY. —---(E)----co----(E)— Electric (Underground) ----e----a----e— A BRIEF DESCRIPTION Q 7 H . i U QUA ITY LEVELS OF ----(OHE)-- -(oNE)----(aHE)- Electric (Overhead) SUBSURFACE UTILITY ENGINEERI CDATA I O D BELOW. —---(a----(F)----(F)— Fiber Optic Cable ----v----F----v----F- 3. LIMITS OF CONSTRUCTION SHALL BE AS SHOWN ON THE PROJECT PLANS. THE CONTRACTOR SHALL P REFER TO Cl/ASCE 38-02 FQR.__DETAILED INFORMATION ON THE FM FM Force Main RI no GET AUTHORIZATION FROM THE ENGINEER PRIOR TO PERFORMING ANY WORK ON PRIVATE PROPERTY. TASKS INVOLVED IN EACH QI YT' ' . , ---(G)----(c)----(0)- Gas --- -- ----o----o- THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES TO WITHIN THE LIMITS OF CONSTRUCTION, UNLESS `i L.c t r j (SS-0 Sanitary Sewer (Size Unknown) (ss) AUTHORIZED BY THE ENGINEER AND PRIVATE PARTIES IN WRITING. IU '}}..}..�� PTVy QUALITY LEVEL A. QUALITY LEVE 'A PR�1l�IS1 THE HIGHEST —(6" ss-c) 6" Sanitary Sewer 6" SS LEVEL OF ACCURACY. QUALITY LEVEL A INVOLVES POTHOLING (8" ss-c) 8" Sanitary Sewer 6" SS UTILITIES AS WELLCTIVITES IN QUALITY LEVELS B, C, AND D. --(ST_C)---(ST-c)— Storm Sewer (Size Unknown) ---sr---sr---sr— AS ACTIVITES THE CONTRACTOR SHALL MAINTAIN ACCESS TO INDIVIDUAL PROPERTIES THROUGHOUT THE THE LOCATED UTILITYISA SURVEYED AND MAPPED AND THE DATA (6" ST-C) 6" Storm Sewer 6" sr CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY PROPERTY OWNERS 48 HOURS PROVIDES PRECISE PLAN AND PROFILE INFORMATION. (12" sr-c) 12" Storm Sewer - 12" ST - IN ADVANCE OF CONSTRUCTION ACTIVITIES THAT WILL TEMPORARILY LIMIT OWNER ACCESS TO THEIR Subdrain —————— PROPERTY. — (s)----(s)----(s)— Steam ----s----s----s----a- QUALITY LEVEL B. QUALITY LEVEL B INVOLVES DESIGNATING THE —---(r)----(T)----(T)— Telephone ----T----T ----T — HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH —(w-c) (w.0— Water (Size Unknown) w w 5. ALL HORIZONTAL AND VERTICAL REFERENCE ARE US STATE PLACE IOWA SOUTH ZONE; US SURVEY SURFACE DETECTION METHODS AND COLLECTING INFORMATION (8" W-C) 8" Water row FOOT NAD 83 (1996 HARN) AND NAVD 88, RESPECTIVELY. THROUGH A SURVEY METHOD. QUALITY LEVEL B INCLUDES (10" w-C) -- 10" Water 10" W QUALITY LEVEL C AND D TASKS. —' x x x Fence -x-x-x x- Wall 6. ALL TREES, SHRUBS, AND VEGETATION SHALL REMAIN AND BE PROTECTED FROM DAMAGE UNLESS QUALITY LEVEL C. QUALITY LEVEL C INVOLVES SURVEYING VISIBLE ROW - - Right of Way Row SPECIFICALLY NOTED AS "REMOVE" OR "CLEAR AND GRUB" ON THE PROJECT PLANS AND AS SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, Utility Easement DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONARY MEASURES HAND-HOLES, UTILITY VALVES AND METERS, FIRE HYDRANTS, Temporary Construction Easement REQUIRED TO PREVENT INJURY OR DAMAGE TO SAID TREE OR SHRUB OR ROOT SYSTEM. PEDESTALS AND UTILITY MARKERS, AND THEN CORRELATING THE Boundary Line 1 INFORMATION WITH EXISTING UTILITY RECORDS TO CREATE Adjoining Lot Line COMPOSITE DRAWINGS. QUALITY LEVEL C INCLUDES QUALITY I — — Section Line 7. PEDESTRIAN TRAFFIC CONTROL MAY CHANGE AS THE PROJECT PROGRESSES. THE CONTRACTOR LEVEL D TASKS. Proposed Property Lot Line SHALL PROVIDE APPROPRIATE SIGNAGE AND FENCING THAT WILL SAFELY DIRECT PEDESTRIANS Building Setback AROUND THE CONSTRUCTION AREA(S). PEDESTRIAN TRAFFIC CONTROL SHALL INCLUDE ANY AND ALL QUALITY LEVEL D. QUALITY LEVEL D PROVIDES THE MOST BASIC Grading Emits — — — — — LEVEL OF INFORMATION. QUALITY LEVEL D INVOLVES COLLECTING SIGNAGE SUCH AS "SIDEWALK CLOSED", "SIDEWALK CLOSED - USE OTHER SIDE", AND "SIDEWALK DATA FROM EXISTING UTILITY RECORDS. RECORDS MAY INCLUDE Light Pole w/o Mast * <WITH APPROPRIATE DIRECTIONAL ARROWS>" AS DEEMED NECESSARY BY THE ENGINEER. AS-BUILT DRAWINGS, DISTRIBUTION AND SERVICE MAPS, EXISTING Fire Hydrant V GEOGRAPHIC INFORMATION SYSTEM DATABASES, AND CONSTRUCTION .0 Utility Pole 8. DURING REMOVAL AND CONSTRUCTION, THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PLANS. —� Guy Anchor CONTROL DUST SPREADING FROM ALL WORK AND STAGING AREAS. DUST CONTROL MEASURES ********************** NOTE TO CONTRACTOR ******************* SHALL BE IN ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS AND APPROVED BY THE NO UNDERGROUND ELECTRICAL SUBSURFACE UTILITY INFORMATION 0 Telephone Pedestal Q ENGINEERING AND SHALL BE INCIDENTAL. WAS PROVIDED TO THE ENGINEER AND AS A RESULT THESE PLANS • Handhole ® DO NOT PROVIDE SUBSURFACE ELECTRICAL UTILITY INFORMATION. ® Utility/Control Cabinet ® 9. PAVEMENT REMOVAL AND REPLACEMENT LIMITS TO BE FIELD VERIFIED AND APPROVED BY ENGINEER ********************** NOTE TO CONTRACTOR ****************** O Drainage/Sanitary/Utility Manhole 0 PRIOR TO REMOVAL. O®OR Grate Intake ®OR® RA RA-3 or RA-5 Intake g 10. RESTORED DISTURBED AREAS, OUTSIDE PAVEMENT PATCHES, WITH SUDAS TYPE 1 SEEDING, © RA-6 Intake —0- FERTILIZER, AND MULCHING. WATERING AND WARRANTY ARE INCLUDED AS SEPARATE ITEMS. UTILITY AND EMERGENCY PHONE NUMBERS L� RA-8 Intaketi CONTACT NUMBER Valve, Water or Gas EXI CONSTRUCTION SURVEY SPECIAL REQUIREMENTS o CITY OF IOWA CITY, IOWA ® Valve Manhole �; PUBLIC WORKS - ENGINEERING (319) 356 - 5140 o Cr; Cleanout, Storm or Sanitary 0 A. QUALIFICATIONS: STREETS AND TRAFFIC ENGINEERING (319) 356 - 5482 o 0 Water Blowoff ® TRANSIT (319) 356 - 5151 w ---o7 Flared End Section —.7 1. PERFORM CONSTRUCTION SURVEY DIRECTLY BY OR UNDER RESPONSIBLE CHARGE OF A WATER (319) 356 - 5169 N Benchmark PROFESSIONAL ENGINEER OR PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF WASTEWATER DIVISION - COLLECTIONS ON-CALL (319) 631 - 1144 IOWA. n d Soil Boring Z12. RESET DISTURBED MONUMENTS WITH NEW MONUMENTS UNDER THE RESPONSIBLE CHARGE OF POLICE a .00 Light Pole w/ Mast �o A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF IOWA. BUSINESS (319) 356 - 5275 EMERGENCY 911 v o - - Traffic Signal o--�� FIRE d B. OBTAIN ENGINEER'S APPROVAL WHEN INTERPOLATING GRADED OR USING CROSS-SECTIONS TO of U Mailbox 0 OBTAIN ALIGNMENTS AND ELEVATIONS. BUSINESS (319) 356 - 5260 m 0 Bollard o EMERGENCY 911 I © CAN Pedestal © C. THE JURISDICTION WILL PROVIDE BENCHMARKS, RIGHT-OF-WAY CORNERS, AND PRIMARY CONTROL ✓ POINTS FROM THE ORIGINAL SURVEY IN THE CONTRACT DOCUMENTS. ROADWAY ALIGNMENT DATA ONE CALL (UTILITIES) (800) 292 - 8989 - a- Sign ALLIANT UTILITIES (800) 937 - 0177 WILL BE PROVIDED AS REQUIRED FOR CONSTRUCTION. Well ® CENTURY LINK (319) 399 - 7440 o jo Deciduous Tree €' D. IF THE CONTRACT DOCUMENTS DO NOT INCLUDE A BID ITEM FOR MONUMENT PRESERVATION AND MEDIACOM (319) 351 - 0408 C71 Coniferous Tree REPLACEMENT, THE CONTRACTING AUTHORITY WILL BE RESPONSIBLE FOR REPLACING DISTURBED MID AMERICAN ENERGY (319) 341 - 4457 _ MONUMENTS LOCATED WITHIN THE PROJECT AREA AND NOT NOTED FOR PROTECTION. v 0 Bush Cn ,.1 CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD 0- / 1 410 E. WASHINGTON ST. t'•�°`t` ,e�DERSON BOGS NEVADAITAAVENUE GENERAL NOTES SHEET 3 1 -_ O DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER AND OF 1 IOWA CITY, IOWA 52240 arr.rq NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 A C.r PROJECT NO. 219008 REPLACEMENT PROJECT LEGEND A.04 SANITARY SEWER NOTES UTILITY NOTES 1. SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STATEWIDE URBAN DESIGN 1. WHERE PUBLIC AND PRIVATE UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED AND SPECIFICATIONS (SUDAS) STANDARD SPECIFICATIONS, GENERAL SUPPLEMENTAL SPECIFICATIONS, WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO: AND SUPPLEMENTAL SPECIFICATIONS. 1.1. NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION 2. SANITARY SEWER MAINS 8" TO 15" IN DIAMETER WILL BE SEMI-RIGID POLYVINYL CHLORIDE COMPOSITE PIPE (PVC TRUSS PIPE). F-3 BEDDING SHALL BE USED FOR PVC TRUSS PIPE 1.2. COORDINATE OPERATIONS WITH UTILITIES. CONSTRUCTION AS PER SUDAS FIGURE 3010.103. SANITARY SEWER MAINS 18" OR LARGER SHALL 1.3. AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATIONS OF SERVICES. BE REINFORCED CONCRETE PIPE (RCP). RCP SHALL BE MINIMUM CLASS IV, WALL B WITH FLEXIBLE 0-RING GASKETS. 1.4. DETERMINE EXISTENCE AND EXACT LOCATION OF UNDERGROUND UTILITIES AND AVOID DAMAGE THERETO. 3. SANITARY SEWER SERVICE PIPE AND FITTINGS SHALL BE SDR 23.5 POLYVINYL CHLORIDE (PVC) PER SECTION 4010 OF SUDAS. 1.5. PRIOR TO BEGINNING CONSTRUCTION, PROVIDE LABOR AND EQUIPMENT NECESSARY TO DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL UTILITY CROSSINGS WHICH MAY RESULT IN CONFLICTS 4. SANITARY SEWER TRENCHES LOCATED UNDER AND WITHIN 5-FEET OF PAVED SURFACES SHALL BE TO PROPOSED IMPROVEMENTS. BACKFILLED WITH CLASS A CRUSHED STONE (IOWA DOT GRADATION #11) FROM 1 FOOT ABOVE THE TOP OF PIPE TO THE BOTTOM OF THE SUBGRADE, BACKFILL FOR ALL OTHER LOCATIONS WITHIN 2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND STREET RIGHT-OF-WAYS OR WITHIN EASEMENTS ADJACENT TO THE STREET RIGHT-OF-WAYS MAY BE RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. SUITABLE EXCAVATED MATERIAL. IF EXCAVATED MATERIAL IS UNSUITABLE, THEN BACKFILL WITH CLASS A CRUSHED STONE. ALL BACKFILL WITHIN STREET RIGHT-OF-WAYS OR WITHIN EASEMENTS ADJACENT 3. IT IS POSSIBLE THERE MAY BE OTHER UNDERGROUND FACILITIES, THE EXISTENCE OF WHICH IS PRESENTLY TO THE STREET RIGHT-OF-WAYS SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. NOT KNOWN OR SHOWN. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 5. ALL SANITARY SEWER SERVICE LINES SHALL BE EXTENDED TO A POINT 10 FEET BEYOND THE OUTER UTILITY EASEMENT LINE. 4. THE CONTRACTOR IS REQUIRED TO UTILIZE THE UTILITY ONE-CALL SERVICE AT (800)-292-8989 AT LEAST 6. VERTICAL SEPARATION OF SANITARY AND STORM SEWERS CROSSING UNDER WATER MAIN SHOULD BE 48 HOURS PRIOR TO EXCAVATING ANYWHERE ON THE PROJECT. AT LEAST 18-INCHES WHEN MEASURED FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE 5. KNOWN UTILITY CONFLICTS ARE BEING RESOLVED BY EACH RESPECTIVE UTILITY COMPANY. UTILITY CONFLICTS WATER MAIN. IF PHYSICAL CONDITIONS PROHIBIT THE SEPARATION, THE SEWER MAY NOT BE PLACED DISCOVERED DURING CONSTRUCTION WILL BE ADDRESSED AT THE TIME OF DISCOVERY. CLOSER THEN 6 INCHES BELOW A WATER MAIN OR 18 INCHES ABOVE A WATER MAIN. MAINTAIN THE MAXIMUM FEASIBLE SEPARATION DISTANCE IN ALL CASES. THE WATER AND SEWER PIPES MUST BE ADEQUATELY SUPPORTED AND HAVE WATER TIGHT JOINTS. A LOW PERMEABILITY SOIL SHALL BE USED FOR BACKFILL MATERIAL WITHIN 10 FEET OF THE POINT OF CROSSING. 7. MANHOLE FRAME AND LID TO BE NEENAH R-1642 SELF SEALING OR APPROVED EQUAL, WITH CITY OF IOWA CITY LOGO AND A MINIMUM OF ONE CONCEALED PICKHOLE. MANHOLE FRAMES IN PAVING SHALL ALSO BE NON-ROCKING. 8. ALL SANITARY SEWER AND SERVICE LINES SHALL PASS AIR TEST DEFLECTION TESTS PER SUDAS ADDITIONAL NOTES SECTION 4060: CLEANING, INSPECTION, AND TESTING OF SEWERS. 1. ANY ADDITIONAL ABANDONED SEWERS, ABANDONED WATER SERVICES OR OTHER ABANDONED UTILITIES IN THE 9. CONTRACTOR SHALL PROVIDE FERNCO STRONG BACK RC 1000 OR 5000 SERIES COUPLINGS FOR AREA NOT SHOWN ON PLANS THAT ARE ENCOUNTERED BY THE CONTRACTOR SHALL BE REMOVED AS NEEDED DISSIMILAR PIPE CONNECTIONS. ACCORDING TO THE REQUIREMENTS OF THE SPECIFIC UTILITY. 10. PIPE PENETRATIONS INTO STRUCTURES SHALL BE A FLEXIBLE WATERTIGHT SEAL. ALLOWABLE 2. A FIVE-YEAR MAINTENANCE BOND COVERING DEFECTIVE MATERIALS AND WORKMANSHIP IS REQUIRED FOR ALL PREMANUFACTURED SEALS INCLUDE LINK-SEAL, A-LOK, PSX-DIRECT DRIVE BOOTS OR ENGINEER SANITARY SEWER AND WATER MAIN IMPROVEMENTS TO BE DEDICATED TO THE CITY. APPROVED EQUAL. 11. MANHOLE ADJUSTMENT RINGS TO BE CRETEX PRO-RING, AMERICAN HIGHWAY PRODUCTS RUBBER ADJUSTMENT RING, LADTECH HDPE ADJUSTMENT RINGS, OR STANDARD PCC. IF PCC RINGS ARE o USED, SHIMS TO LEVEL MANHOLE FRAME MADE OF MATERIALS OTHER THAN PCC OR THE RING MATERIAL DISCUSSED ABOVE WILL NOT BE ALLOWED, I.E.: WOOD, BRICK, ROCKS, ETC. 12. ALL SANITARY MANHOLES REQUIRE CHIMNEY SEALS. EXCEPT FOR HDPE OR EXPANDED N POLYPROPYLENE ADJUSTED RINGS, WHEN INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS. USE EXTERNAL CHIMNEY SEALS BY NFI-SHIELD UNIBAND, CRETEX OR APPROVED EQUAL. INTERNAL CHIMNEY SEALS BY CRETEX OR APPROVED EQUAL WILL BE ALLOWED ONLY IN PROPOSED PAVED AREAS WHERE SLIP-FORM PAVING WILL BE UTILIZED FOR CONSTRUCTION. a co 13. MANHOLES PLACED IN PAVEMENT OR IN THE PARKWAY (BETWEEN THE SIDEWALK AND STREET) 0 SHALL BE FLUSH WITH THE FINISH GRADE. MANHOLES IN NON-PAVED AREAS OUTSIDE OF THE i RIGHT-OF-WAY SHALL HAVE A RIM ELEVATION 0.2-FOOT ABOVE FINISH GRADE. 14. MANHOLE STEPS ARE NOT ALLOWED IN MANHOLES TO BE TURNED OVER TO THE CITY. w{i\O1 ' L 3 001 m i1i1i3 0 0 BZ =17 1t0i 0 pj / CLIENT: CITY OF IOWA CITY - DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE GENERAL NOTES SHEET a 1 / 410 E. WASHINGTON ST. ; =' ` ANDERSONOBOGERT / --= DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER AND OF 7 IOWA CITY, IOWA 52240 �ofA LEGEND A.04 NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 -1I C‘ PROJECT NO. 219008 REPLACEMENT PROJECT 2403 NEVADA 12409 NEVADA 2415 NEVADA 2421 NEVADA 2427 NEVADA 2433 NEVADA 2439 NEVADA 2445 NEVADA 2503 NEVADA x -- ,.a SHEET D.06 _ • • SHEET D.01 SHEET D.02 SS-6 0 0 0 0 0 0 0 o+-- - 0' z, 10•• �--I--to•• Oc 1O fss tis I o 1O-sS tY' �s 19= is of to• S 0 I to• o (ss-') o (SS o - no' ss 10^ I 40^ a 10�s 10, p 19' Ss�tH- I _a . N ® co (Ss�tH-�) q SS ' ,t. La 62 REGAL I 60 REGAL 58 REGAL ? 52 REGAL 50 REGAL 56 REGAL 54 REGAL 48 REGAL 46 REGAL g 7 2503 NEVADA + 2509 NEVADA 2515 NEVADA 2521 NEVADA 2527 NEVADAAt 2533 NEVADA 2539 NEVADA 2551 NEVADA La o SHEET D.05 cn 0 m SHEET D.03 m SHEET D.04 a N N o 0 0 ® 0 0 O ai o 0 102 00 10" SS—f--1e•' ss I+e•• ss 10" x 10" M 10•'-IS 10" SS f to•=se rel—ss': —�- (SSMH-3) co 0' SS\1H-T oV N 1 N t I IT o 0 46 REGAL 44 REGAL 42 REGAL „ 40 REGAL �Z � �.Z �� #! N { 0 40 -x� x . . 38 REGAL �+ �� i a1 CLIENT: CITY OF IOWA CITY :> DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET A.04 / 410 E. WASHINGTON ST. T—sY ANDERSONOBOGERT 05/07/21 SCALE: SEE BAR of - IOWA CITY, IOWA 52240 SANITARY SEWER OVERALL MAP NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000 �'./ C' PROJECT NO. 219008 REPLACEMENT PROJECT A.04 ESTIMATED PROJECT QUANTITIES ESTIMATE REFERENCE INFORMATION EST. Data listed below is for informational purposes only and shall not constitute a basis for any extra work orders. ITEM PROJECT ITEM NO. ITEM CODE ITEM UNIT QUANTITY NO. ITEM CODE ITEM 1 2010-A CLEARING AND GRUBBING BY UNITS,TREE REMOVAL UNIT 273.5 1 2010-A CLEARING AND GRUBBING BY UNITS,TREE REMOVAL 2 2010-D-1 ON-SITE TOPSOIL CY 1,442.2 A.SEE TAB SHEET C.03 3 2010-G SUBGRADE PREPARATION SY 351.7 B.SEE R SHEETS 4 2010-I SUBBASE,6"GRANULAR SY 351.7 2 2010-D-1 ON-SITE TOPSOIL 5 2010-L COMPACTION TESTING LS 1.0 A.CONTRACTOR SHALL STRIP,STOCKPILE,AND RESPREAD 8 INCHES OF EXISTING 6 3010-C TRENCH FOUNDATION TONS 100.0 TOPSOIL. 7 3010-D REPLACEMENT OF UNSUITABLE BACKFILL MATERIAL CY 100.0 3 2010-G SUBGRADE PREPARATION 8 3010-F TRENCH COMPACTION TESTING LS 1.0 A.EXCAVATING,MANIPULATING,REPLACING,COMPACTING,AND TRIMMING TO THE 9 4010-A-1 SANITARY SEWER GRAVITY MAIN-TRENCHED,PVC TRUSS,8" LF 37.5 PROPER GRADE. 10 4010-A-1 SANITARY SEWER GRAVITY MAIN-TRENCHED,PVC TRUSS,10" LF 942.7 4 2010-I SUBBASE,6"GRANULAR 11 4010-E SANITARY SEWER SERVICE STUB,PVC,4" LF 280.0 A.SUBBASE MATERIAL SHALL BE UNDER ALL PAVEMENT. 12 4010-H REMOVAL OF SANITARY SEWER LF 821.8 B.FURNISHING,PLACING,COMPACTING,AND TRIMMING TO THE PROPER GRADE. 13 4010-L SANITARY SEWER ABANDONMENT,FILL AND PLUG LF 174.2 5 2010-L COMPACTION TESTING _14 4050-G BYPASS PUMPING IS 1.0 6 3010-C TRENCH FOUNDATION 15 6010-A MANHOLE,SANITARY SEWER,48" EA 4.0 A.ONLY TO BE USED AS NEEDED AND AS APPROVED BY THE CITY. 16 6010-H REMOVE MANHOLE OR INTAKE,SANITARY MANHOLE EA 5.0 7 3010-D REPLACEMENT OF UNSUITABLE BACKFILL MATERIAL 17 7010-A PCC PAVEMENT,8" SY 232.5 A.CONTRACTOR SHALL USE NATIVE BACKFILL. 18 7010-I PCC PAVEMENT SAMPLES AND TESTING LS 1.0 8 3010-F TRENCH COMPACTION TESTING _19 7030-A REMOVAL OF SIDEWALK,SHARED USE PATH,OR DRIVEWAY SY 81.6 9-10 4010-A-1 SANITARY SEWER GRAVITY MAIN-TRENCHED,PVC TRUSS 20 7030-E PCC SIDEWALK,4" SY 19.0 A.SEE TAB SHEET C.03 21 7030-E PCC SIDEWALK,6" SY 6.6 B.SEE D SHEETS 22 7030-H-1 PAVED DRIVEWAYS,PCC,6" SY 59.4 C.FURNISHING AND INSTALLING PIPE,PIPE CONNECTIONS,TESTING AND INSPECTION. 23 7040-H PAVEMENT REMOVAL SY 243.3 24 7080-H(SP) REMOVE,SALVAGE,AND REINSTALL PAVERS SY 14.1 11 4010-E SANITARY SEWER SERVICE STUB,PVC 25 8030-A TEMPORARY TRAFFIC CONTROL is 1.0 A.SEE TAB SHEET C.03 26 9010-B SEEDING,FERTILIZING,AND MULCHING FOR HYDRAULIC SEEDING ACRE 0.5 B.SEE D SHEETS 27 9010-D WATERING MGAL 28.5 C.REMOVAL OF EXISTING PIPE,TRENCH EXCAVATION,FURNISHING NEW PIPE AND 28 9010-E WARRANTY IS 1.0 BEDDING MATERIAL,PLACING BEDDING AND BACKFILL MATERIAL,CONNECTION BACK 29 9020-A SOD SQ 252.5 TO EXISTING SERVICE,COMPACTION,TESTING AND INSPECTION. 30 9030-G(SP) TREE PROTECTION EA 26.0 12 4010-H REMOVAL OF SANITARY SEWER 31 9040-A-2 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)-MANAGEMENT LS 1.0 A.SEE TAB SHEET C.03 32 9040-D-1 FILTER SOCKS-INSTALLATION,12" LF 2,150.0 B.SEE R SHEETS 33 9040-D-2 FILTER SOCKS-REMOVAL LF 2,150.0 C.REMOVAL,DISPOSAL,AND CAPPING OF PIPE. d 34 9040-0-1 STABILIZED CONSTRUCTION ENTRANCE BY SQUARE YARD SY 311.1 13 4010-L SANITARY SEWER ABANDONMENT,FILL AND PLUG 35 9060-A CHAIN LINK FENCE LF 183.3 A.SEE TAB SHEET C.03 NI- 36 9060-B GATES,WOOD EA 2.0 B.SEE R SHEETS 1 37 9060-B GATES,CHAIN LINK EA 7.0 C.FILL THE LINE TO BE ABANDONED WITH FLOWABLE MORTAR OR CLSM BY GRAVITY o 38 9060-D REMOVAL AND REINSTALLATION OF EXISTING FENCE,WOOD LF 375.1 FLOW OR PUMPING. 39 9060-D REMOVAL AND REINSTALLATION OF EXISTING FENCE,CHAIN LINK LF 1,696.2 14 4050-G BYPASS PUMPING `1 40 9060-E REMOVAL OF FENCE,HOG FENCE LF 110.0 A.SEE J SHEETS N 41 9060-F TEMPORARY FENCE LF 2,287.7 15 6010-A MANHOLE,SANITARY SEWER ny 0 42 9070-G(SP) LANDSCAPING is 1.0 A.SEE TAB SHEET C.03 O r.v 0 43 10,010-A DEMOLITION WORK is 1.0 B.SEE D SHEETS MC -o 44 11,010-A CONSTRUCTION SURVEY IS 1.0 16 6010-H REMOVE MANHOLE OR INTAKE,SANITARY MANHOLE �y-- „_ Li A.45 11,020-A MOBILIZATION I S 1.0 A.SEE TAB SHEET C.03 •-..... o B.SEE R SHEETS --4 C-) °'' ; d C"" + ' f / �rn A d a = L o > N 0 rn N O Q 0 Q / r / CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD SHEET NO. d NEVADA AVENUE II 410 E. WASHINGTON ST. t BID ITEMS&QUANTITY C•01 7 ANDERSONOBOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER OFC 12 IOWA CITY, IOWA 52240 04,0 TABULATIONS NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 ilf4 C. PROJECT NO. 219008 REPLACEMENT PROJECT ESTIMATE REFERENCE INFORMATION ESTIMATE REFERENCE INFORMATION Data listed below is for informational purposes only and shall not constitute a basis for any extra work orders. Data listed below is for informational purposes only and shall not constitute a basis for any extra work orders. ITEM ITEM NO. ITEM CODE ITEM NO. ITEM CODE ITEM 17 7010-A PCC PAVEMENT 34 9040-0-1 STABILIZED CONSTRUCTION ENTRANCE BY SQUARE YARD A.SEE TAB SHEET C.04 A.SEE SHEET C.10 B.SEE D SHEETS B.DEPTH OF 6 INCHES IS ASSUMED. C.CURB SHALL BE INTEGRALLY POURED AND IS INCIDENTAL. 35 9060-A CHAIN LINK FENCE 18 7010-I PCC PAVEMENT SAMPLES AND TESTING A.SEE TAB SHEET C.05 19 7030-A REMOVAL OF SIDEWALK,SHARED USE PATH,OR DRIVEWAY B.SEE F SHEETS A.SEE TAB SHEET C.04 C.NEW FENCE SHALL BE INSTALLED TO REPLACE HOG FENCE. B.SEE R SHEETS D.THIS ITEM INCLUDES A 30%CONTINGENCY ITEM BASED ON THE TOTAL AMOUNT OF C.SAWING,HAULING,AND DISPOSAL OF MATERIALS REMOVED IS INCIDENTAL. FENCING BEING REMOVED AND REINSTALLED. 20-21 7030-E PCC SIDEWALK 36-37 9060-B GATES A.SEE TAB SHEET C.04 A.SEE TAB SHEET C.05 B.SEES SHEETS B.SEE F SHEETS 22 7030-H-1 PAVED DRIVEWAYS,PCC 38-39 9060-D REMOVAL AND REINSTALLATION OF EXISTING FENCE A.SEE TAB SHEET C.04 A.SEE TAB SHEET C.05 B.SEE K SHEETS B.SEE F AND R SHEETS 23 7040-H PAVEMENT REMOVAL C.FENCE SHALL BE REMOVED AND SALVAGED TO BE REINSTALLED. A.SEE TAB SHEET C.04 D.CONTRACTOR SHALL REINSTALL REMOVED FENCE ALONG THE UTILITY EASEMENT. IF B.SEE R SHEETS FENCE IS DAMAGED DURING REMOVAL,REPLACEMENT OF THE SAME MATERIAL FENCE C.SAWING,BREAKING,REMOVING,AND DISPOSING OF EXISTING PAVEMENT,CURBS IS INCIDENTAL. AND REINFORCING STEEL IS INCIDENTAL. E.THE WOOD FENCE ON 2433 NEVADA AVE SUSTAINED DAMAGE RESULTING IN 24 7080-H(SP) REMOVE,SALVAGE,AND REINSTALL PAVERS APPROX 7 BROKEN WOOD POSTS,REPLACEMENT OF BROKEN POSTS AND OTHER A.SEE R SHEETS MATERIALS REQUIRED TO REINSTALL EXISTING FENCE SHALL BE INCIDENTAL TO THIS 25 8030-A TEMPORARY TRAFFIC CONTROL ITEM. A.SEE 1 SHEETS 40 9060-E REMOVAL OF FENCE,HOG FENCE 26 9010-B SEEDING,FERTILIZING,AND MULCHING FOR HYDRAULIC SEEDING A.SEE TAB SHEET C.05 A.SEE TAB SHEET C.04 B.SEE R SHEETS B.SEE C SHEETS C.HOG FENCE SHALL BE REMOVED. C.QUANTITY IS AREA BOUNDED BY THE PERMANENT UTILITY EASEMENT. 41 9060-F TEMPORARY FENCE D.CONTRACTOR SHALL USE TYPE 1(PERMANENT LAWN MIXTURE)FOR SEEDING. A.SEE TAB SHEET C.05 27 9010-D WATERING B.SEE D SHEETS 28 9010-E WARRANTY C.TEMPORARY FENCE SHALL BE CHAIN LINK. A.CONTRACTOR SHALL CORRECT ANY DEFECT IN THE ORIGINAL APPLICATION OF D.REMOVAL OF TEMPORARY FENCE AND MATERIALS ARE INCIDENTAL. SEEDING,INCLUDING BUT NOT LIMITED TO,RESEEDING THE FOLLOWING SPRING. 42 9070-G(SP) LANDSCAPING 29 9020-A SOD A.SEE SPECIAL PROVISIONS '..4 A.SEE TAB SHEET C.04 43 10,010-A DEMOLITION WORK _ t--4 a B.SEE C SHEETS A.SEE R SHEETS 0 a 30 9030-G(SP) TREE PROTECTION B.THIS ITEM INCLUDES BUT IS NOT LIMITED TO REMOVAL OF BRUSH,LANDSCAPING C Xs _ N A.SEE TAB SHEET C.04 AND LOW OVERHANGING LIMBS ALONG THE UTILITY EASEMENT. '-..-{ - M B.SEE R SHEETS 44 11,010-A CONSTRUCTION SURVEY C")-< N.) o C.SEE DETAIL SHEET U.01 A.SEE SHEET A.02 FOR NOTES --{C., N D.SEE SPECIAL PROVISIONS B.ADEQUATE STAKING SHALL BE PROVIDED FOR THE CONSTRUCTION OF ALL -.Q r 31 9040-A-2 STORMWATER POLLUTION PREVENTION PLAN(SWPPP)-MANAGEMENT IMPROVEMENTS SHOWN IN THE PLANS. - N A.SEE C SHEETS 45 11,020-A MOBILIZATION C)„"� I n 32 9040-D-1 FILTER SOCKS-INSTALLATION A.INCLUDES THE MOBILIZATION OF ALL NECESSARY EQUIPMENT,MATERIALS,AND 0, A.SEE TAB SHEET C.04 LABOR TO PERFORM THE WORK IN THE CONTRACT. N CD v B.SEE C SHEETS UI C.THIS ITEM INCLUDES PROTECTION OF INTAKES,IN ADDITION TO OTHER LOCATIONS. 0 0 0 j 33 9040-D-2 FILTER SOCKS-REMOVAL m A.SEE C SHEETS N B.RESTORATION OF THE AREA TO FINISHED GRADE AND OFF-SITE DISPOSAL OF FILTER / SOCKS AND ACCUMULATED SEDIMENT IS INCIDENTAL. co 0 o, N 0 0 o Q HI M CLIENT: CITY OF IOWA CITY DRAWN BY: LOP APPROVED BY: JCD a 410 E. 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F+ V1 V F+ N V m I--, N W A V1 m = O O = O m A Co A 00 T Z ,-, mcr, 0 0 o A t0 T1 Z N N G V, en iv in -I •N D O C< O O NJ 1 c Cr, 11 I-, 0 0 0 tD W 1 C A 2 Cl 2 -11 C 0 A N IV, V m m m m 0 w o t Oo O P P O z A O O Oo .9 N n 0- o Z Z Z P1 ac D Z A o Z n K D 0 M Z7 > V) < x �- M z oxm m 0 co d - VM01 '1,113 VM01 • , 1310 A 110 r• R'' 0 BZ :{INV LZ IN 1161 o 1 a, R ..,..fig F1 B 6 :w.1 (.0 �1 m - bz N W o TREE PROTECTION 9030-G(SP) PCC PAVEMENT FILTER SOCKS NO STATION OFFSET REMARKS 7010-A 9040-D-1&9040-D-2 1 10+75.40 37.20'L STATION TO STATION DEPTH AREA AREA REMARKS LOCATION LENGTH SIDE REMARKS 2 11+74.26 28.67'L (IN) (SF) (SY) STATION STATION _ (LF) 3 11+81.45 31.54'R 10+15.48 I 10+42.59 8 2092.31 232.48 10+06.43 10+06.85 _ L 20 NORTH INTAKE ON LAKESIDE DRIVE 4 12+36.88 27.71'L 10+42.25 10+42.28 L 20 SOUTH INTAKE ON LAKESIDE DRIVE 5 12+43.26 37.49'R 10+56.86 10+88.85 L 40 6 12+70.73 33.41'1 11+08.17 11+47.88 _ L 49 7 13+16.96 27.82'R 11+18.41 15+04.43 _ R 395 8 13+21.29 15.94'L N 11+63.26 12+08.87 _ L 55 9 13+22.84 31.40'L 12+34.10 12+51.94 L 27 10 13+44.02 34.99'L 12+70.90 15+43.40 L 288 11 14+19.51 33.59'L G = PAVEMENT REMOVAL -‹C'7xis 7040-H 15+23.78 16+30.05 R 115 12 14+39.94 14.12'L `j 4 PAVEMENT AREA 15+58.45 18+86.44 L 348 13 14+42.58 15.82'R STATION TO STATION SIDE TYPE (SY) REMARKS 16+57.05 17+59.90 R 113 -..1 14 14+90.61 22.28'R +n 10+15.48 I 10+42.59 C PCC 243.31 17+73.87 21+61.42 R 448 15 15+12.62 28.50'L Je(" rn 19+02.79 21+61.42 L 232 16 15+37.16 26.42'L 4 17 16+58.41 25.39'L ."' r 18 16+94.24 14.45'R ' •• 19 17+30.14 21.13'L N SEEDING,FERTILIZING,AND MULCHING FOR HYDRAULIC SEEDING 20 17+39.34 12.23'R CO 9010-B 21 18+50.26 23.07'R LOCATION STATION TO STATION SIDE AREA REMARKS 22 18+75.82 13.20'L REMOVAL OF SIDEWALK,SHARED USE PATH,OR DRIVEWAY (SQ FT) 23 19+24.53 16.07'R _ 7030-A 2403 NEVADA AVE 10+56.48 11+27.39 L 699.9 24 19+47.83 24.36'L STATION TO STATION SIDE PAVEMENT, AREA AREA REMARKS 62 REGAL LN 10+57.39 11+27.39 R 560.8 25 19+78.49 18.20'L TYPE (SF) (SY) 2409 NEVADA AVE 11+27.39 11+87.39 L 600.0 26 19+87.24 28.16'L 10+42.53 10+52.45 R PCC 152.33 16.93 DRIVEWAY 60 REGAL LN 11+27.39 11+87.39 R 600.0 10+54.44 10+54.49 BOTH PCC _ 219.33 24.37 SIDEWALK 2415 NEVADA AVE 11+87.39 12+47.39 L 600.0 10+56.50 10+90.83 R PCC 362.36 40.26 DRIVEWAY 58 REGAL LN 11+87.39 12+47.39 R 600.0 2421 NEVADA AVE 12+47.39 13+12.39 L 650.0 SOD 56 REGAL LN 12+47.39 13+12.39 R 650.0 9020-A 2427 NEVADA AVE 13+12.39 13+77.39 L 650.0 AREA 54 REGAL LN 13+17.39 13+77.39 R 650.0 LOCATION STATION TO STATION SIDE REMARKS (SQ FT) 2433 NEVADA AVE 13+77.39 14+37.39 L 600.0 LAKESIDE DRIVE 10+42.59 10+57.39 R/L 489.1 52 REGAL LN 13+77.39 14+37.39 R 600.0 2403 NEVADA AVE 10+56.48 11+27.39 L 620.0 PCC SIDEWALK 2439 NEVADA AVE 14+37.39 14+97.39 L 600.0 62 REGAL LN 10+57.39 11+27.39 R 164.9 7030-E 50 REGAL LN 14+37.39 14+97.39 R 600.0 2409 NEVADA AVE 11+27.39 11+87.39 L 547.6 2445 NEVADA AVE 14+97.39 15+57.39 L 600.0 60 REGAL LN 11+27.39 11+87.39 R 1050.0 STATION OFFSET STATION OFFSET DEPTH AREA AREA REMARKS 48 REGAL LN 14+97.39 15+57.39 R 600.0 2415 NEVADA AVE 11+87.39 12+47.39 L 429.2 (IN) (SF) (SY) 2503 NEVADA AVE 15+57.39 16+17.39 L 600.0 58 REGAL LN 11+87.39 12+47.39 R 1050.0 10+54.44 25.90'R 10+54.49 10.86'R 6 59.56 6.62 46 REGAL LN 15+57.39 16+17.39 R 600.0 2421 NEVADA AVE 12+47.39 13+12.39 L 563.8 10+54.49 10.86'R 10+54.49 32.16'L 4 171.23 19.03 2509 NEVADA AVE 16+17.39 16+82.39 L 650.0 56 REGAL LN 12+47.39 13+12.39 R 1137.5 44 REGAL LN 16+17.39 16+82.39 R 650.0 2427 NEVADA AVE 13+12.39 13+77.39 L 689.5 2515 NEVADA AVE 16+82.39 17+44.39 L 620.0 54 REGAL LN 13+17.39 13+77.39 R 1137.5 42 REGAL LN 16+82.39 17+47.39 R 650.0 2433 NEVADA AVE 13+77.39 14+37.39 L 720.0 m 2521 NEVADA AVE 17+44.39 18+04.39 L 600.0 52 REGAL LN 13+77.39 14+37.39 R 1050.0 a N 40 REGAL LN 17+47.39 18+38.02 R 894.8 2439 NEVADA AVE 14+37.39 14+97.39 L 720.0 2527 NEVADA AVE 18+04.39 18+64.39 L 600.0 50 REGAL LN 14+37.39 14+97.39 R 1050.0 au PAVED DRIVEWAY 38 REGAL LN 18+38.02 19+84.73 R 1733.6 2445 NEVADA AVE 14+97.39 15+57.39 L 558.1 0 7030-H-1 2533 NEVADA AVE 18+64.39 19+24.39 L 600.0 48 REGAL LN 14+97.39 15+57.39 R 803.8 N DEPTH AREA AREA 2539 NEVADA AVE 19+24.39 19+84.73 L 903.4 2503 NEVADA AVE 15+57.39 16+17.39 L 713.2 STATION TO STATION SIDE (IN) TYPE (SF) (SY) REMARKS 2332 WHISPERING 46 REGAL LN 15+57.39 16+17.39 R 1050.0 cO 19+87.73 20+04.73 R 186.57 CV 10+42.51 10+52.52 R 6 PCC 178.82 19.87 MEADOW DR 2509 NEVADA AVE 16+17.39 16+82.39 L 780.0 Lo 10+56.46 10+90.90 R 6 PCC 356.05 39.56 2344 WHISPERING 44 REGAL LN 16+17.39 16+82.39 R 604.5 20+04.73 21+11.30 R/L 1403.5 MEADOW DR 2515 NEVADA AVE 16+82.39 17+44.39 L 705.3 v ci 42 REGAL LN 16+82.39 17+47.39 R 900.0 col 2521 NEVADA AVE 17+44.39 18+04.39 L 720.0 0 0 40 REGAL LN 17+47.39 18+38.02 R 997.2 cn 2527 NEVADA AVE 18+04.39 18+64.39 L 720.0 N d 38 REGAL LN 18+38.02 19+84.73 R 1377.0 6, e 2533 NEVADA AVE 18+64.39 19+24.39 L 612.1 co / 2539 NEVADA AVE 19+24.39 19+84.73 L 534.0 0 2332 WHISPERING rn 19+87.73 20+04.73 R N MEADOW DR a2344 WHISPERING 20+04.73 21+11.30 R/L 2757.4 a MEADOW DR rn M [ CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET N0. 0. 410 E. WASHINGTON ST. ! rrw BBID ITEMS&QUANTITY C•O4 IOWA CITY, IOWA 52240 ��.,� ANDERSON��BOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER TABULATIONS OF NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 A 0. PROJECT NO. 219008 REPLACEMENT PROJECT C•12 REMOVAL AND REINSTALLATION OF EXISTING FENCE REMOVAL OF FENCE TEMPORARY FENCE 9060-D 9060-E 9060-F LOCATION STATION OFFSET STATION OFFSET TYPE LENGTH REMARKS LOCATION STATION OFFSET STATION OFFSET TYPE LENGTH. REMARKS LOCATION STATION TO STATION SIDE LENGTH REMARKS (LF) (LF) (LF) 10+60.64 26.17'L 10+60.94 11.17'L WOOD 15.0 16+82.95 - 10.03'L 16+83.21 22.97'L HOG FENCE 13.0 2403 NEVADA AVE 10+57.39 10+89.01 L 43.7 2403 NEVADA AVE 10+60.94 11.17'L 10+91.78 10.73'L CHAIN LINK 30.8 2515 NEVADA AVE 16+82.95 10.03'L 17+44.27 _ 8.72'L HOG FENCE 61.4 11+07.33 11+27.39 L 31.9 11+04.40 10.53'L 11+28.10 10.53'L CHAIN LINK 23.7 17+44.27 8.72'L 17+44.46 _ 23.72'L HOG FENCE 15.0 62 REGAL LN 10+90.94 11+27.39 R 61.6 11+28.10 10.53'L 11+28.29 25.53'L CHAIN LINK 15.0 48 REGAL LN 14+97.18 12.21'R 14+97.97 2.01'R HOG FENCE 10.2 11+27.39 11+48.06 L 32.8 2409 NEVADA AVE 11+28.10 10.53'L 11+87.98 10.41'L CHAIN LINK 59.9 38 REGAL LN 18+46.11 2.61'R 18+67.93 1.91'L HOG FENCE 23.4 2409 NEVADA AVE 11+62.42 11+87.39 L 36.8 2415 NEVADA AVE 11+87.98 10.41'L 11+88.17 25.40'L CHAIN LINK 15.0 60 REGAL LN 11+27.39 11+87.39 R 60.0 11+87.98 10.41'L 12+47.94 10.11'L CHAIN LINK 60.0 2415 NEVADA AVE 11+87.39 12+09.12 L 33.8 12+47.86 25.07'L 12+47.94 10.11'L CHAIN LINK 15.0 CHAIN LINK FENCE 12+33.35 12+47.39 L 26.0 2421 NEVADA AVE 12+47.94 10.11'L 13+11.41 9.51'L CHAIN LINK 63.5 9060-A 58 REGAL LN 11+87.39 12+47.39 R 60.0 13+11.41 9.51'L 13+12.37 24.53'L CHAIN LINK 15.1 LOCATION STATION OFFSET STATION OFFSET TYPE LENGTH REMARKS 2421 NEVADA AVE 12+47.39 12+52.34 L 17.0 13+14.79 24.28'L 13+14.86 9.28'L WOOD 15.0 _ _ (LF) 12+70.40 13+12.39 L 54.0 2427 NEVADA AVE 13+14.86 9.28'L 13+77.39 8.79'L WOOD 62.6 2515 NEVADA AVE 16+82.69 22.97'L _ 17+44.46 23.72'L _ CHAIN LINK 88.7 _ 56 REGAL LN 12+47.39 13+07.39 R 65.0 13+77.34 23.76'L 13+77.39 0.00'R WOOD 24.1 18+32.84 22.50'R 18+39.12 22.50'R CHAIN LINK 6.3 2427 NEVADA AVE 13+12.39 13+77.39 L 71.9 2433 NEVADA AVE 13+77.39 0.00'R 14+37.27 0.00'R WOOD 59.6 38 REGAL LN 18+32.84 22.50'R 18+32.72 10.00'R CHAIN LINK 12.8 54 REGAL LN 13+17.39 13+77.39 R 65.0 14+37.27 0.00'R 14+37.35 10.30'L WOOD 11.5 18+35.72 10.00'R 18+68.91 10.00'R CHAIN LINK 33.2 2433 NEVADA AVE 13+77.39 14+37.39 L 60.0 _ 2439 NEVADA AVE 14+37.35 10.30'L 14+37.32 25.37'L CHAIN LINK 15.0 52 REGAL LN 13+77.39 14+37.36 R 60.0 14+37.35 10.30'L 14+97.84 10.11'L CHAIN LINK 59.0 2439 NEVADA AVE 14+37.39 14+97.39 L 60.0 2445 NEVADA AVE 14+97.34 25.10'L 14+97.84 10.11'L CHAIN LINK 15.0 50 REGAL LN 14+37.39 14+97.39 R 60.0 14+97.84 10.11'L 15+57.99 10.55'L CHAIN LINK 60.2 GATES 2445 NEVADA AVE 14+97.39 15+57.39 L 72.0 15+57.99 10.55'L 15+58.11 25.55'L WOOD 15.0 9060-B 48 REGAL LN 14+97.39 15+57.39 R 86.9 2503 NEVADA AVE 16+16.83 23.62'L 16+16.85 8.62'L CHAIN LINK 15.0 NO PROPERTY TYPE/HEIGHT OFFSET REMARKS 2503 NEVADA AVE 15+57.39 16+17.39 L 72.1 2509 NEVADA AVE 16+16.85 8.62'L 16+82.94 7.98'L CHAIN LINK 66.1 1 2433 NEVADA AVE WOOD 46 REGAL LN 15+57.39 16+17.39 R 60.0 16+82.94 0.00'R 16+82.92 22.98'L CHAIN LINK 10.0 2 52 REGAL LN CHAIN UNK 2509 NEVADA AVE 16+17.39 16+82.39 L 65.0 2521 NEVADA AVE 17+44.46 23.72'L 17+45.20 0.00'R CHAIN LINK 9.0 3 50 REGAL LN WOOD 44 REGAL LN 16+17.39 16+77.39 R 99.9 17+44.27 8.72'L 18+05.36 8.92'L CHAIN LINK 61.1 4 46 REGAL LN CHAIN UNK 2515 NEVADA AVE 16+82.39 17+44.39 L 72.9 18+03.44 23.80'L 18+05.36 8.92'L CHAIN LINK 15.0 5 2509 NEVADA AVE CHAIN UNK 42 REGAL LN 16+87.39 17+47.39 R 65.6 2527 NEVADA AVE 18+05.36 8.92'L 18+64.39 9.20'L CHAIN LINK 58.8 6 2515 NEVADA AVE CHAIN UNK 2521 NEVADA AVE 17+44.39 18+04.39 L 60.0 18+63.75 24.19'L 18+64.39 9.20'L CHAIN LINK 15.0 7 2521 NEVADA AVE CHAIN UNK 40 REGAL LN 17+47.39 18+23.97 R 85.6 2533 NEVADA AVE 18+64.39 9.20'L 19+25.43 9.82'L CHAIN LINK 61.3 8 38 REGAL LN CHAIN UNK 2527 NEVADA AVE 18+04.39 18+64.39 L 60.0 • 19+25.25 24.82'L 19+25.43 9.82'L CHAIN LINK 15.0 9 2533 NEVADA AVE CHAIN UNK 38 REGAL LN 18+23.97 19+69.73 R 162.3 2539 NEVADA AVE 19+25.43 9.82'L 19+83.58 10.54'L CHAIN LINK 58.2 2533 NEVADA AVE 18+64.39 19+24.39 L 74.1 19+83.58 10.54'L 19+83.77 25.54'L CHAIN LINK 15.0 2539 NEVADA AVE 19+24.39 19+69.73 _ L 71.4 62 REGAL LN 11+15.47 8.04'R 11+27.97 8.07'R CHAIN LINK 12.5 2332 WHISPERING 11+27.79 23.06'R 11+28.13 6.46'R CHAIN LINK 16.6 MEADOW DR 19+87.73 20+04.73 R 28.76 60 REGAL LN 11+28.13 6.46'R 11+87.51 6.57'R CHAIN LINK 59.4 2344 WHISPERING 20+04.73 21+11.30 R/L 124.8 11+87.33 21.57'R 11+87.51 6.57'R CHAIN LINK 15.0 MEADOW DR 19+84.73 21+11.30 L 126.9 58 REGAL LN 11+98.38 8.99'R 12+47.06 9.67'R CHAIN LINK 48.7 12+46.99 24.67'R 12+47.06 9.67'R CHAIN LINK 15.0 56 REGAL LN 12+47.06 9.67'R 13+12.39 10.22'R CHAIN LINK 66.3 54 REGAL LN 13+12.39 10.22'R 13+13.08 25.25'R CHAIN LINK 15.0 13+12.39 10.22'R 13+77.71 10.73'R CHAIN LINK 64.3 13+77.70 0.00'R 13+77.52 25.73'R CHAIN LINK 25.4 M 52 REGAL LN 13+77.71 10.73'R 14+37.84 11.88'R CHAIN LINK 60.2 a cN 14+37.28 0.00'R 14+37.84 11.89'R CHAIN LINK 12.2 n I� 14+37.84 11.89'R 14+38.28 26.87'R WOOD 15.0 In 50 REGAL LN 14+37.84 11.89'R 14+97.18 12.21'R WOOD 59.4 ha o 14+97.39 27.17'R 14+97.18 12.21'R WOOD 15.0 N 48 REGAL LN 14+97.18 12.21'R 15+56.39 12.82'R WOOD 59.1 D ...� h I 15+57.31 27.79'R 15+55.97 3.98'R WOOD 23.9 ; 0 I 46 REGAL LN 15+55.97 3.98CsJ 'R 16+21.65 5.06'R CHAIN LINK 65.7 �"� ...IC .�... 44 REGAL LN 16+22.57 19.71'R 16+21.65 5.06'R CHAIN LINK 14.7 n -_tV 1.....-. 16+21.65 5.06'R 16+82.67 6.58'R CHAIN LINK 61.0 `,,, 16+82.79 0.00'R 16+83.26 21.57'R CHAIN LINK 21.6 Li 42 REGAL LN MI b ml 17+45.22 0.00'R 17+45.53 19.86'R CHAIN LINK 19.7 ©X/ S. 0 40 REGAL LN 17+45.22 0.00'R 18+46.11 2.61'R CHAIN LINK 100.9 + = .."o . .,. , • 38 REGAL LN 18+41.09 16.76'R 18+46.11 2.61'R CHAIN LINK 15.0 ;-> N m 18+67.93 1.91'L 19+84.21 27.00'R CHAIN LINK 140.5 CO d L CO CO 0 0 0) CV 0 a U a M j / CLIENT: CITY OF IOWA CITY ' DRAWN BY: MJP APPROVED BY: JCD SHEET NO. 410 E. WASHINGTON ST. _ ,,,. NEVADA AVENUE BID ITEMS&QUANTITY C.05 / �__ ANDERSONOBOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER OF IOWA CITY, IOWA 52240 .. Ow.r� TABULATIONS NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 14 Gi PROJECT NO. 219008 REPLACEMENT PROJECT C.12 • V) N a) NEVADA AVE 1 L E D . 1 MI MAY27 AMII= 28 0 20 In } CITY 7CLER / ` 77---------- (ROW) (ROW) (ROW}-_. _-- (ROW} -- — 10 "')CI! y 10 K/A_.._. (ROW)-.__.... ..__ ....._ (ROW ._ .._._ S-__..... 'o; LEGEND • SEEDING I —�_-{ST) —--(ST) ——(ST)—— :in SOD 1 ' / FILTER SOCK ■lo 1 Ca o 0 W ' 0 0 z 1 I i 0 N Y) 2403 NEVADA AVE 2409 NEVADA AVE 2415 NEVADA AVE 2421 NEVADA AVE q PROPOSED FILTER SOCK (TYP.) SEE SUDAS FIGURE 9040.102 ON SHEET U.08 4 n {4 4 4 4 4 4 1 1 4 4 4• 44 44 {i { j i 4 { ; 4 4 ! 4 i { { t I I I _._ I I ! 4 ! ; I ; 1 ,414 9 ; 1 4 . - 41 it 1 � ! ° ! � ! ! ' 4 :41 4 ! 4 ! 4 ! i ! 4 ! 4 44 144 ' 4 i i i i 4sj�� I u4 iI i1 N p0 _-. .. _. _ t { l i 4 4 4 i 4- 4 { 1 { { 31 w 4 { 4 1 < <1 4 4 4 S m _ I I 4 4 4 { ._ ! f f # # # i # f i ! i i i i t 1 I ! i i i ! i # i i ! i # f i r i / ) f ) i 4 ! # # # # * i 4 i 4 4 i ! i # i i # i -., i * # i (B.-1y- - ! # 9 p _ • i # i i i # ! ! i i ) i # ! ) _ /j. i ! i i ! i i # i i ! a 1 ) VVJJ# i i ! i f i i ! i 4® Q o i --1 # ! i r ) ',__�yB- ) i i i # i i i i i i f----�E-B E_g1i---- E_., i L --i(T Bri--a(r'B� B'�1)-_i i 0 # i i i # a i i t -� -`e� i i_�8:� i -3) a Qa BF a i fr: i i i i i i0 i E'� i 0 1s��L°7 :}r - )> n s:� r_ _• - B -- . - - - ) i- _—_ o. ._ . o - -- i i �r 4 i 4 4� * f - T-e.;—;--s->;)_}j i_N i i i " _! i -a-(B-#)--r-{a Vil it!-(e- i ! 4 3 # f f r o p 4 4 (r e ) (T B) ;_j(T-B)!_->Lrs) 4 (T 4) `i i f 4 i i i i i # # y (Vs .,a) C # f [`A I (e „ 3 CB-1)� - B a)� a 3 i ) i i a * # a )(� � w 3 --�( 01: �T-B),- 1 •_�-.+--:. 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I 1 i 4 4 i 4 7 i 4 ' 4 Y Y . a ' ) iI i 7 i 4 'J$' 9 i 3 v t ; ; { { 4 4 t t 4 { ; ' 1 it { t 4 { ; 4 4 t t �I 4 •6 41 L3 4 ,4 44 IA i ! 14 ij i ' 4 ` 4 ' 4 . 1 { 1 I 1 41 41 Al 1l 44 41 ' ' ! 4 19 ' 4 i4 444 ii,? i 44 iI 4I 41 I iI ` 1 ' s < { 4 ) 4 4. { 4. 4 4 { { t I. l { 4 { 4 4 i .f { 1 4 { ; f ,1 f ; { 4.4 4 ` ; 4 ' 4 " ', o 41 4i 7 4 1 4 i 4i 7 41 4 4 1 4 1 ' 4 ' 1 4 44 i t' 4 4 4 I 1 ,4 4 ,4 4 ,4 144 441 ,4 1 Nt 1 4) ! 4' j <' 14' 4 4' 1 4' 1 ,4 11,4 14' 1 , 7/ I {4 . 44 <1 r s # , 4 1 ,' I {+ 1 h ! 4 i 4 i 1 4 4 I i 4 # 1 11 1 4 ,1 4 4 4 4 1 4 4 q 44 { 1 4 ,1 4 1 4 4 ss 1 4 4 1 a {+ 4 1 g+ Ai th. d _ a) , - T (nL o -' --7— I I CTI I a 1--- � - 62 REGAL LN 60 REGAL LN I 58 REGAL LN I 56 REGAL LN -" 5 1 I P\\ rI A i CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. 1 410 E. WASHINGTON ST. ! EROSION CONTROL C.06 IOWA CITY, IOWA 5224o city•, ANDERSONOBOGERT DATE: OS/07/21 SCALE: SEE BAR SANITARY SEWER PLAN of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 .1 C.. PROJECT NO. 219008 REPLACEMENT PROJECT C.12 F I! j = ice. L...:.. D —Ai_ 1 I011 MAY 0 20 27n 11= 28 CITY CLERK LEGEND JOYdA CiTy, IOWA SEEDING SOD FILTER SOCK •� 2421 NEVADA AVE 2427 NEVADA AVE 2433 NEVADA AVE 2439 NEVADA AVE 2445 NEVADA AVE PROPOSED FILTER SOCK (TYP.) SEE SUDAS FIGURE 9040.102 ON SHEET U.08 t I 4 4 4 4 4 4 { t 4 � { 4 44 t t 4 t 4 4 { 14 44' 441 1 { 44x 14 14 4t 14' 74 4 , 14 11 44 4 { 1 { 14 4 { 14 14 14 4 { 4 { 14 14 1 { 1 {) 44 4t 1 { 4 { 44 1t 74 44- 4{ 4 •. � ' f 4 ! } ! " 4 " " 1 " 1 " " " ! " 4 " 1 " ! " 4 ! 4 ! 4 ! " ! ' " ! " ! " 4 ' 1 " ! 4 ' " ! " ! " ! " ! " ! " 4 " 44 " ! 4 ! " ! " ! " 4 44 " ! " ! 44 " " ! ! 41 " ! " ! " ! " " ! ' ! ! ' ! " " ! " ! 41 " ! " ! 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(S5 )--' > 4 i 3 ► ) > > a ) > a > , em T , t w j __1x _4_3 11- '4 4 1 1 4 11 1 0 '. ; __ _ _ ._.-tee•- . _-_�.-r'- ......�. r3e--e^ "_3,{a 4 .1.---1---e x 3 , i i x�..___t x 4 4 tz k,.x I, 4 I i 4` 4 '4—i-4•-'F-�7 - _ _` i { { 4 994 4 of 1 4 4 4 4 1 a s t + 1 ( + 4 g• 1 r ,. � 1.4 +I 4 4 d +I 4 4 # 4 y 4 4 1 i d +I +I +i� 4 to pp I 1 t P t I4 4 4 { 4 4 9 4 ! 4 34 3 4 3 9 9 9 . 4' 3 {` 7 4; i 4' 7 44 i 4. 7 4: * 44 4 4. 4 4 4 4 4 1{' 9 : ! { 4 4 4 { 9 { 4 { 1 p I { 14 1 , 14 14 ! { 14 ti 4 4 14 7 4 1 t 44 4 { 4 .1 _._ •rn 44 4 { 9 4 4 4 9 4 " 4 4 t ! O I ! 4' 1 4 44444414 , 44 44444' 7444444444449419 {47449 {44444449 {4444144 (441444441444441 {4444 444 {44 {444' 9 {4 7 {41 {4744 I44 7441449441447441I 4144144.4444 {41 {41447 {44414441 {41441441 I r 4 444{444� 44� 14� 7441t� ! I II{ 7 44 4 4 1 14 4� 44 1 44 t` 4 44 4 44 1 44 1 44 1 44 ! 44 l #4 y 4. 1 44 4 44 1 44 + {4 4 4/ 1 44 4 44 1 {4 4 44 1 44 144 4 44 4 {4 1 t' + 44 44 4 41 1 {4 1 44 4 41 + 44 4 {4 / t'1 1 4i .y {4 <. I 04 4 144 4 44 1 44 1 44 4 44 4 {' 4 i t4 1 44 1 44 4 44 4 4 {4 4 4 1 N 4 4 4 4 4 4 4 14 7 I 4 4 4 7 4 4 4 4 4 4 4 4 1 4 4 ! i ] 7 4 7 7 . ' i to 1 mot, ____ cn 0 56 REGAL LN 54 REGAL LN 52 REGAL. LN 50 REGAL LN 48 REGAL LN a N O W I o I co 0 0 rn / N tl t) = U) / co O O 01 N / 0 0 Q M / CLIENT: CITY OF IOWA CITY DRAWN BY: A1JP APPROVED BY: JCD NEVADA AVENUE SHEET NO. EL 410 E. WASHINGTON ST. !•'al EROSION CONTROL C•07 E: IOWA CITY, IOWA 52240 .. cit..,� ANDERSONOBOG DATE: 05/07/21 S<A(F: SEE BAR SANITARY SEWER of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 " G1 PROJECT NO. 219008 REPLACEMENT PROJECT PLAN A C.12 F711ECG z ir_ 7 ZI HAY 27 All II: 28 0 20 CI I Y CLERK LEGEND 10 VIA C I T Y, I O VA SEEDING SOD FILTER SOCK •mmin 2445 NEVADA AVE 2503 NEVADA AVE 2509 NEVADA AVE 2515 NEVADA AVE 2521 NEVADA AVE PROPOSED FILTER SOCK (VYP.) SEE SUDAS FIGURE 9040.102 ON SHED' U.08 IT T s 4 4 4 4 4 4 4 4 ' 4 , 4 ' 4 ' 4 44 4 ` 4 , 4 4 4 ' 4 4 ' 4 4 4 4 ` 4 4 ` i - t 1 4 4 i 1 4 ' 4 4 { 4 4 ' 44 • 4 1 4 " 1 4 4 4414 ! a11414 : 4 ( 4 1 11 1 4 a 41I 4 4 4 r 41 , I 1 1 4 + 4 4 t t 4 t 4 4 s s 4 4 Li , n ' i 4 4 s . s 4{ 4 t 4 4 9 4 4 4 1 4✓ /' 4 4 t 4 4 4 4 4 4 4411 4 9 4 9 4 9 4 1 4 4 4 I{ 4 4 4 4 4 9 4 9 4 9 4 4 4 4 4 9 9 4 4 4 4 4 1 4 9 4 S 4 { � 4 � 4 4 �{ � i { � 4 � t � 4 4 I ( d +( 1 ( J �i 4 4 d 1 11 d d 1 d 1 r 1 4I d d 4 4 4 +I 4 J . 4 d 1 4_ �I 1414 4 4 4 4 1 i 1 i 1 4 4 �4 � t �4 � 4 �4 �4 � 4 � 4 �4 � 4 � { � 4 � � _ � 4 � � 4 �ti � 4 .. �� + � � � 1 � �1fz � �� 1 "�I� . � . � . '� � � _ _ � _ / I L � J. � � •__i. 4 �J , -___--- —-- -- , ff - > . s s k a a i a 3 a * a a :a a'.-�- �"-t--'�—�` j '4,� a�, a i a " * a ' 1-a . ' a a * a a a a a a i , a i + " , a ` a a a * * > > > , • a a 4 a a i a TELLa D a a > > > > > V a a a a a a a a a e r B 3__s(r BY- -(T-�--,� a(T ie)i i--(;B)-i r - -B]�i%a �- a (T�6)--�- -e)-;--4r-9>-3 VT-e)�--a(T- a > a TEL -D ; ; > T 4,- Ti,.�t-D , , TtLE-d a a a ae , , T-e)--- use);--�-(T- ----(--B)-- ( e)- T-e) - -(T-e)----(r-_`I ) - .�_ , a (�-BYE IE-B)-'?= > 9 > a > a * a a * * , 4 4E)3)a a ' iEje) a a(E a a r( a� , a--� a -� a a a ` --- _. p0 _,e. -- -o BY --*---(Ei - ) Q t - (E- ( -B ` �o a * . 4 i 4 , , a a > .- --(E.;' , - ® a a a a r �Q _ 4- - _ _.-= ar• )-*---f ,- - nr" fQ—r— 1- � E-B ie." _ _58 w i i 3_ a_ I�uc .a - .A. -e ra � -- ca , EL -� 3 a a a a * * > > 3 > I , , , a-(TB) .. 9)--a 9-'9 -B a- (r-e) ---(T*) 3 (* - (T i a{r3e a--}e ^ a ( a8 a ls5,..8) a a 3.,2) a a (SS a') i a a a iSS 43)L - r ( a 3II T - )� S .9 s .e (�s ..+ a'J (3s .,si) ss ►Z�9i a "Ta is ��9�--9-(T�)5�-..SS e)-3--9T '�..B�,Cr-®)T a"(�S ,R)�-5-' ---zT35 .5--..ti) � M -,.� a.-� �.3,-3—.L s. > "a s K a a r a a> i�a a 9 a a + a a a i a a a a 5 1 a a a a a a s a a a a a a a a a a a a a a a 4 i i a i i a a i a * a a a aG i a aAlk , > • a a i a a a a a a > 4 > ♦ > > a a a . - a i a a a >w✓ i 4 s a * a a a --- - 4 4 4 { 1�� 4 Silk 4 { ! 4 4 t i 4 1 4 t 4 ' -r- t �- 1 1 i 1 I I i 1 4 + 4 i 4 �1 1 4 ( M + � i I rl ( ! 11 1 1 i N {",}7- ? 4 v- -. .- -__v-..-I_4- 4 y_-..__„-y'4 1'1)1 4 1 4 4 4 1 4. 1 4 14 1 4 4 4 4 4 1 4 1 4 1 4 1 4 1 I _ 1 -- 1 4 1 4 1 4 1 4 1 AI 1„4 4 1 4 1 4 1 4 S 4 4 4 {4Ti, 4 4 4 ► 4 4 S 4xflt t 4 4 1 I l I. 4 4 4 4 m '� +i 1 1 '� 1 '� '� '� i , -..._ 4 1 4 d r '� �( '� 4 �' '� 1 ! 1 �I O ,4 4 {j 4 -- 4 t S4 4 { ! 1 4 4 1' { 4 S9 4 4 4 4 44 t4 44 4 44{ 4 I4 4 { 4 4 44 44 44 1 4 / { / 1 4 i'4 t '4 1{ 4 9 4 9 4 i • i 4 v{ 4 4 N{ 4 4 4 ' l 4 4 4 4 4 4 4 4 1 4 � +i� � 1 4 � 4 4 4 �1 4 '� 4 +( 4 '� 4 �I ! 4 4 < 4 4 4 ? _ tom■ �j � 4 i I ? 1 �t 4 � 4 4 � 4 � 44 � 4 44 � 4 � 4 � 4 � 4 � 4 tJHU ' O � 44 � 4L 4 4 1 ! i � --] 1 1 . o - c 0 48 REGAL LN 46 REGAL LN 44 REGAL LN 42 REGAL LN 40 REGAL LN r= 0 .N e W 1 U 1 m O O m l N L m O O N 0 Q U Q n CLIENT: CITY OF IOWA CITY SHEET NO. DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE 410 E. WASHINGTON ST. 4 �� EROSION CONTROL C.08 IOWA CITY, IOWA 52240 n,,.r ANDERSONOBOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER of N0. REVISION DESCRIPTION - APPROVED DATE PHONE: (319) 356 - 5000A Gi` PROJECT NO. 219008 REPLACEMENT PROJECT PLAN C.12 '-* ILED —II— I 0 20 2071 MAY 21 AM 11: 28 2 CITY �IERK LEGEND IOWA CI Y, IOWA SEEDING SOD FILTER SOCK nmmmJ■.JJJJJJJJ� 2521 NEVADA AVE 2527 NEVADA AVE 2533 NEVADA AVE 2539 NEVADA AVE 2551 NEVADA AVE PROPOSED FILTER SOCK (TYP.) SEE SUDAS FIGURE 9040.102 ON SHEET U.08 r • x ! { x ! - ! { 4 t , x gat elti Pie.4034 1044044044 6044 ��f� % 4 4 S { ! { 4 ; ! 4 4 ; ; ! ; { ; ; ; ! ! i O r4 { 4 ! 4 ! 4 4 4 ! 4 ( v� 1 4 4 4 4 4 4 4 x 4 4 4 4 4 4 4 4 ( ' 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 �`'.`'�`'�`'�`'�`'�`'�`'.`' 1{ 1 { #{ # ! # { # { 4 \ i 4 { , # x 1 x 4 i 4 { 4 4 # 4 # 4 1 S .. { # ; # S # 4 # ; # { 4 i 4 x # x # ! # #{ # { # ! # { # { # ! # # # # _ -_ — • ii1.6.4.4. .,'4.,,f�..4.440 .,'��1.1'4. ��4 . ) ) ..--- - TfflE-ES TELE-O-—, ! i T - �� D . . tfi: ALE-d TELLS-D E e E-e) (E-e (E :.a E-e)- =_a; r �r i i I a i i i Ri .. i E-1\) ' ' (Eie Ese) ( e) . i 3 ► O 1» b b_ Q_ �( .7 r(s iol 3` r (fie 11�� i _ � __- -L.-� •so _ _rah. i :s:._�, •ii[' . E-D>' :x ) x) /a te Il --- 111144._D ) ) ) ' ) ),� 0 'Ng ) ) ) i ) i ) ) ) 4.- ilf i. ) i ) ) ) ') ) ) ) + 'r t psi JE• E .�!I. �= "�- *� . 3) =r,9) (s • ) ; ) ass ,{8) ) ) ) (�s "g� ) ) /si "g) ) )�s�.'�)) ) )(�s)..-• wow •= c { cas ;s i � l { � � (ss ),s� Lis .)9) a'_ �� ) 2344 WHISPERING MEADOW DR Cr) it: ) ) i �,,) * ) ) ) ) + 4 4 4 4 4 4 4 4 4 4 4: 4 4 4 4 4 414141 4 4 )4� i ) ) ) rii4i s { I ; / - { { { { { 4 4 { 7+V` { 4 1 4 ! { 44 4114 { { 44 { { { 4 ! { ; { { ; ; { { S { 4 ! 4 ! { 0o 0 # # 1 'I 4 # # # # # # # # # # # # # , # T 1� # # # # # ) ) ) )�! ; • - — — 4 4 . 4 4 4 ._ -- -' 4 4 4 4 4 4 4 4 4 4 4 4 4 # 4 4 4 4 4 m \ 14c74 {41 {44x4 # 444 {4444 #{44 44 49 41 44 44 44 "# 4 44 44 40 44 44 4 ) �� N m to O C I U —40 REGAL W / 38 REGAL LN //I 2332 WHISPERING MEADOW DR / / N N I / In O owl / 2/ io m I / O j I / in; I N N / N 44) L I / mg i I / a I / •j / / rn d / / CLIENT: CITY OF IOWA CITY ! t DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. 410 E. WASHINGTON ST. EROSION CONTROL C.09 IOWA CITY, IOWA 52240 nn.,� ANDERSON BODE' DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 .4 G' PROJECT NO. 219008 REPLACEMENT PROJECT PLAN C.12 NEVADA AVE i ak (ROW}-__-- -- (ROW)- -T .__. -- (ROW)— (ROW)-- - (ROW) (ROW) I L i� zw MAY 27 AM II: 29 LEGEND CITY CLERK SEEDING IOWA CITY, IOWA SOD i' o ..- . FILTER SOCK ■� 2539 NEVADA AVE D: 0 2551 NEVADA AVE 3 0 0 3 0 z w w a U_) PROPOSED FILTER SOCK (TYP.) 3 SEE SUDAS FIGURE 9040.102 ON SHEET U.08 O Y— irrim1/4.,;•—mr,17 I ,s.•.•r,•rfirer40•r,�r,�r,VV•A,•r,•rorarISObrwaorsrpbrers . . { t i o :e '- ' ;.' l'' ;" 1.' ;.' ;.' ;.' ..' ;.' 1.' 1.• 1.' ;.' ;'' 1.•4O.' ;.' ;.' r' 1.' ;" ;''' ' V.•;c.•lit l o I ti :t 1 # 1 Y+ i _ . , 1 , 1 , i . t , 1 _ x i o -sr -I.' 1. �r�orgar,er�oribr,er�er,��r,6r,�sr,sre��•r,.�r,��r,�6rpb,•,�•r,�or,er,�r,�r, r,. r CO .- 1 • +' ol%''4r�r'•r'�r'�r'ir'ar'er'�r'a'ar'or'�r'�r4040''•Ab ir•r•rbr'i'o'srsr'ergo- OJ ��ppr Y—Y_Y-■—i— —Y a Ss*. s ,,9 '•� )i } N ( 2344 WHISPERING MEADOW DR 1 �, + 3 + * + -* ` STABIUZED CONSTRUCTION ENTRANCE .�i -3 T -- ' s� Ti .3 X / 3 4 i / 4I 4I 4i III i • S 1 i S i S i ; t 4 4 • 1 C o , -, -- cJ 9 3 -— -- A o 0 41 n 1 1 0 0 1 m co J O /I 2332 WHISPERING MEADOW DR / m 36 REGAL LN //N cn 1- (74 / 0 a Q 38 REGAL LN cn n / CLIENT: CITY OF IOWA CITY SHEET NO. 0_ l I DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE 410 E. WASHINGTON ST. �1.1k ANDERSONOBOGERT DATE: 05/07/21 SCALE: SEE BAR EROSION CONTROL C•10 M 5 5 IOWA CITY, IOWA 52240 1A. SANITARY SEWER of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000 -NA C' PROJECT NO. 219D08 REPLACEMENT PROJECT C.12 POLLUTION PREVENTION PLAN , POLLUTION PREVENTION PLAN -CONTINUED This project is regulated by the requirements of the Iowa Department of Natural Resources(DNR)National Pollutant Discharge Elimination System(NPDES)General IV.CONTROLS Permit No.2. The Contractor shall carry out the terms and conditions of this permit and the Pollution Prevention Plan(PPP). A.The contractor's ECIP specified in SUDAS 7B-1 for accomplishment of storm water controls should clearly describe the intended sequence of major activities and fore c�tivity c�iljf�i"rj th tilt n94ure and the timing during the construction process that the measure will be implemented. Storm Water Controls,Potential Sources of Off Right-of-Way Pollution,and Definitions. This plan references other documents rather than repeating the information B. � &te�gsYatibn ir� s"not'needed for construction. C.SUDAS Chapter 7 of the des)gn manual defines requirements to implement erosion and sediment control measures. Actual quantities used and installed locations contained in the documents. A copy of this Base Pollution Prevention Plan,amended as needed per plan revisions or by contract modification,will be readily available I may vary frpni t� �4st PrT-Al amendment of the plan will be documented via fieldbook entries or by contract modification. Additional erosion and sediment for review. i' control itppi9s,mayrtorileqpirpcIvItIkermined by the inspector and/or contractor during storm water monitoring inspections. If the work involved is not applicable to any rf All contractors shall conduct their operations in a manner that controls pollutants,minimizes erosion,and prevents sediments from entering waters of the state and contrac}}tkttrs+,ihkWoh(Willpaidor according to SUDAS Standard Specifications Section 9040,1.08 Measurement and Payment,B. Management. leaving the roadway right-of-way. The prime contractor shall be responsible for compliance and implementation of the PPP for their entire contract. This responsibility 1.EROSION AND SEDIMENT CONTROLS shall be further shared with subcontractors whose work is a source of potential pollution as defined in this PPP. a.Stabilization Practices 1)Site plans will make sure that existing vegetation or natural buffers are preserved where attainable and disturbed portions of the site will be stabilized. I.PLAN REVIEW 2)Initialize stabilization of disturbed areas immediately after clearing,grading,excavating,or other earth disturbing activities have: A.The permittee shall make plans available to the Department upon request,or in the case of a storm water discharge associated with industrial activity for construction a)Permanently ceased on any portion of the site,or activities which discharge through a municipal separate storm sewer system with an NPDES permit,to the municipal operator of the system. b)Temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. B.The Department may notify the permittee at any time that the plan does not meet one or more of the minimum requirements of this Part.After such notification from 3)Staged permanent and/or temporary stabilizing seeding and mulching shall be completed as the disturbed areas are completed.Incomplete areas shall be the Department,the permittee shall make changes to the plan and shall submit to the Department a written certification that the requested changes have been made. stabilized according to paragraph III,C,1,a,2,b above. Unless otherwise provided by the Department,the permittee shall have 3 business days after such notification to make the necessary changes. 4)Permanent and Temporary Stabilization practices to be used for this project are tabulated in the tables on the C Sheets.Typical drawings detailing construction C. All storm water pollution prevention plans received by the Department from the permittee are considered reports that shall be available to the public under Section of the practices to be used on this project are referenced in Section 9040 of the SUDAS Standard Specifications and have been included in the U Sheets. 308(b)of the CWA and Chapter 22 of the Code of Iowa.However,the permittee may claim any portion of a storm water pollution plan as confidential in accordance 5)Preservation of existing vegetation within right-of-way or easements will act as vegetative buffer strips. with Chapter 22 of the Code of Iowa and Iowa Administrative Code(561)--2.5. 6)Preservation of topsoil: Bid items to be used for this project are located in the tables on the C Sheets of the plan. D. KEEPING PLANS CURRENT The permittee shall amend the plan whenever there is a change in design,construction,operation,or maintenance,which has a b.Structural Practices significant effect on the potential for the discharge of pollutants to the waters of the United States and which has not been addressed in the plan or if the storm water 1)Structural practices will be implemented to divert flows from exposed soils and detain or otherwise limit runoff and the discharge of pollutants from exposed pollution prevention plan proves to be ineffective in eliminating or significantly minimizing pollutants from sources identified in Part IV.D.2.of this permit,or in otherwise areas of the site. achieving the general objectives of controlling pollutants in storm water discharge associated with industrial activity for construction activities.In addition,the pollution 2)Structural practices to be used for this project are tabulated in the tables on the C Sheets and are shown in the C Sheets. Typical drawings detailing construction prevention plan shall be updated to:expeditiously change the site map to include changes at the site,include contractors identified after the submittal of the Notice of of the devices to be used on this project are referenced in Section 9040 of the SUDAS Standard Specifications and have been included in the U Sheets. Intent as Co-permittees,described in Part IV.D.7.of this permit;identify any change in ownership or transference of the permit and permit responsibilities;or,if 3)Unless infeasible,the following measures shall be implemented at all sites:utilize outlet structures that withdraw water from the surface when discharging from required,by the occurrence of a hazardous condition(as defined in Part VI I I of this permit).Amendments to the plan may be reviewed by the Department of Natural basins,provide and maintain natural buffers around surface waters and direct storm water to vegetated areas to both increase sediment removal and maximize Resources in the same manner as Part IV.B.2. storm water infiltration. II.ROLES AND RESPONSIBILITES 4)The permittee(s)shall minimize soil compaction and,unless infeasible,preserve topsoil."Infeasible"shall mean not technologically possible,or not A.Designer or City: economically practicable and achievable in light of the best industry practices."Unless infeasible,preserve topsoil"shall mean that,unless infeasible,topsoil from 1.Prepares Base PPP included in the project plan. any areas of the site where the surface of the ground for the permitted construction activities is disturbed shall remain within the area covered by the applicable 2.Prepares Notice of Intent(NOI)submitted to Iowa DNR. General Permit No.2 authorization.Minimizing soil compaction is not required where the intended function of a specific area of the site dictates that it be 3.Base PPP and NOI to be signed by City official in accordance with General Permit#2. compacted.Preserving topsoil is not required where the intended function of a specific area of the site dictates that the topsoil be disturbed or removed.The B.Contractor/Subcontractor: permittee(s)shall control storm water volume and velocity to minimize soil erosion in order to minimize pollutant discharges and shall control storm water 1.Affected contractors/subcontractors are co-permittees and with the City and will sign a certification statement adhering to the requirements of the NPDES permit discharges,including both peak flowrates and total storm water volume,to minimize channel and stream bank erosion and scour in the immediate vicinity of and PPP plan. Affected contractors/subcontractors are anyone responsible for sediment or erosion controls or involved in land disturbing activitites. All co-permittees discharge points.An affidavit signed by the permittee(s)may be submitted to demonstrate compliance. are legally required under the Clean Water Act and the Iowa Administrative Code to comply with the terms and conditions of the PPP. c.Storm Water Management Specifications. 1)Measures shall be installed during the construction process to control pollutants in storm water discharges that will occur after construction operations have been 3.Install and maintain appropriate controls. completed. This may include velocity dissipation devices at discharge locations and along length of outfall channel as necessary to provide a non-erosion velocity 4.Supervise and implement good housekeeping practices. flow from structure to water course. These items are tabulated in the tables on the C Sheets and are shown on the C Sheets. Typical drawings detailing 5.Conduct joint required inspections of the site with inspection staff. construction of the practices to be used on this project are referenced in Section 9040 of the SUDAS Standard Specifications and have been included in the U 6.Qualified personnel to be provided as required by General Permit No.2.Qualifications can be verified by the City as needed. Sheets. The installation of these devices may be subject to Section 404 of the Clean Water Act. 7.Signature authority on Co-Permittee Certification Statements and storm water inspection reports. 2.OTHER CONTROLS 8.Update PPP whenever there is a change in design,construction,operation or maintenance,which has a significant effect on the discharge of pollutants from the project. a.Contractor disposal of unused construction materials and construction material wastes shall comply with applicable state and local waste disposal,sanitary sewer, 9.Maintain an up-to-date record that identifies contractors and subcontractors as co-permittees. or septic system regulations. In the event of a conflict with other governmental laws,rules and regulations,the more restrictive laws,rules or regulations shall apply. 1)Stabilized Construction Entrance-Construct and maintain entrances and exits toprevent trackingof sediments onto roadways,see Figure 9040.120. a 10.Make these plans available to the DNR upon their request. y � 9 to 11.Conduct joint required inspections of the site with the contractor/subcontractor. 2)Material Delivery,Storage and Use-Implement practices to prevent discharge of construction materials during delivery,storage,and use. 0 12.Complete an inspection report after each inspection. 3)Stockpile Management-Install controls to reduce or eliminate pollution of storm water from stockpiles of soil and paving. o 0 13.Signature authority on storm water inspection reports and Notice of Discontinuation(NOD). 4)Waste Disposal-All wastes composed of building materials must be removed from the site for disposal in permitted disposal facilities.No building material wastes or unused building materials shall be buried,dumped,or discharged at the site.The contractor will comply with applicable State or local waste disposal, III.PROJECT SITE DESCRIPTION sanitary sewer or septic system regulations. a 0 A.This Pollution Prevention Plan(PPP)is for the construction of sanitary sewer in Iowa City,IA. 5)Spill Prevention and Control-Implement procedures to contain and clean-up spills and prevent material discharges to the storm sater system and waters of the state. (v B.This PPP covers approximately 1.59 disturbed acres. 6)Concrete Residuals and Washout Wastes-Designate temporary concrete washout facilities for rinsing out concrete trucks off site.Provide directions to truck C.According to county soils mapping,the PPP is located in an area of two soil associations(Tama and Muscatine). However,this is a previously disturbed area with drivers where designated washout facilities are located. Designated washout areas should be located at least 50 feet away from storm drains,streams or other T multiple past construction projects and has a likely existence of non-native fill. water bodies. Care should be taken to make sure these facilities do not overflow during storm events. Waste from concrete washout and wet sawing of concrete v D.Storm Water Site Map-Multiple sources of information comprise the base storm water site map including: is not allowed to be discharged to surface waters and is not allowed to adversely affect a water of the state. a 1.Drainage patterns-Erosion Control sheets(C Sheets) 7)Concrete Grooving/Grinding Slurry-Do not discharge slurry to a waterbody or storm drain. Slurry will be removed from the project. a 2.Proposed Slopes-Plan and Profile Sheets and Intersection& Details Sheets 8)Vehicle and Equipment Storage and Maintenance Areas-Perform on site fueling and maintenance in accordance with all environment laws such as proper P P (DSheets), Driveway, Jointing (K ). 00I 3.Areas of Soil Disturbance-grading limits shown on Erosion Control sheets(C Sheets) storage of onside fuels and proper disposal of used engine oil or other fluids on site. Employ washing practices that prevent contamination of surface and ground O 4.Location of Structural Controls-Tabulations on C Sheets and shown on C Sheets(Erosion Control Sheets) water from wash water. 0 9)Litter Management-Make sure employees properly dispose of litter. a, 5.Locations of Non-structural Controls-Tabulations on C Sheets and shown on C Sheets(Erosion Control Sheets) 6.Locations of Stabilization Practices-generally within grading limits shown on the Erosion Control sheets(C Sheets) 10)Dewatering-Properly treat water to remove suspended sediment before it re-enters a waterbody or discharges off-site. Measures are also to be taken to N ,°', 7.Surface Waters-can be viewed on Project Location Map on Cover Sheet(Sheet A.01) prevent scour erosion at dewatenng discharge point. o 8.Locations where storm water is discharged-Plan and Profile Sheets(D Sheets) 3.APPROVED STATE OR LOCAL PLANS o E.The base site ma is amended b contract modifications and ro ress a ments fieldbook entries of corn leted erosion control work. Also,due toproject During the course of this construction,it is possible that situations will arise where unknown materials will be encountered. When such situations are encountered, P y p 9 P y ( ) P theywill be handled accordingto all federal,state,and local regulations in effect at the time. o phasing,erosion and sediment controls shown on project plans may not be installed until needed,based on site conditions. For example,filter socks will not be 9 ai a installed until permanent seeding and/or proposed intakes are installed. Installed locations may also be modified from tabulation locations by field staff. Installed o locations will be documented by fieldbook entries. o F.Runoff from this work will flow via storm sewer structures into the Iowa River. a cn h T 1 CLIENT: CITY OF IOWA CITY '-` DRAWN BY: MJP APPROVED BY: JCD SHEET NO. a. / // 410 E. WASHINGTON ST. f �:*t. NEVADA AVENUE STORM WATER C.1 1 I iT ANDERSONOBOGE; DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER POLLUTION PREVENTION of / IOWA CITY, IOWA 52240 nrv.r NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 i.1 CI% PROJECT NO. 219008 REPLACEMENT PROJECT PLAN C.12 FILED NW MAY27 AM11: 29 C1 T y CLERK POLLUTION PREVENTION PLAN -CONTINUED !O WA C,T Y, 10 WA V.MAINTENANCE PROCEDURES The contractor is required to maintain all temporary erosion and sediment control measures in good and effective operating conditions,including cleaning,repairing,or replacing them throughout the contract period. This shall be done in accordance with the SUDAS Design Manual,SUDAS Standard Spectifications,and Supplemental Specifications. VI.INSPECTION REQUIREMENTS A. Qualified personnel will inspect disturbed areas of the construction site that have not been stabilized with a perennial,vegetative cover of sufficient density to preclude erosion at least once every seven calendar days.Unless erosion is evident or other conditions warrant them,regular inspections are not required on areas that have been stabilized with a perennial,vegetative cover of sufficient density to preclude erosion. Disturbed areas and areas used for storage of materials that are exposed to precipitation will be inspected for evidence of,or the potential for,pollutants entering the drainage system.Erosion and sediment control measures identified in the plan will be observed to make sure that they are operating correctly.Where discharge locations or points are accessible,they will be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving waters.Locations where vehicles enter or exit the site will be inspected for evidence of offsite sediment tracking. B.Based on the results of the inspection,pollution prevention measures identified in this PPP in accordance with paragraph IV.D.2 of General Permit No.2 will be revised at the construction site as appropriate as soon as practicable after the inspection and to the PPP as soon as practicable after the inspection but in no case more than 7 calendar days following the inspection. If it is determined that making these changes at the construction site or to the PPP less than 72 hours after the inspection is impracticable,it will be documented why it is impracticable and indicate an estimated date by which the changes will be made. VII.NON-STORM WATER DISCHARGES Except for flows from fire fighting activities,sources of non-storm water listed in Part III.A.2.of this permit that are combined with storm water discharges associated with industrial activity from construction activities must be identified in the plan.The plan shall identify and ensure the implementation of appropriate pollution prevention measures for the non-storm water component(s)of the discharge. VIII.POTENTIAL SOURCES OF OFF RIGHT-OF-WAY(ROW)POLLUTION Silts,sediment,and other forms of pollution may be transported onto right-of-way(ROW)as a result of a storm event. Potential sources of pollution located outside ROW are beyond the control of this PPP. Pollution within ROW will be conveyed and controlled per this PPP. IX.DEFINITIONS Definitions are included in the Iowa NPDES General Permit No.2,SUDAS Standard Specifications,and Supplemental Specifications. CERTIFICATION STATEMENT I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations. Signature Signature ai 0 Printed or Typed Name Printed or Typed Name <o Cl, O+ v a- a a I U m 0 0 rn N IC d L rn m O O O� 0 U Ol M / CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE STORM WATER SHEET NO. 410 E. WASHINGTON sT. ANDERSONOBOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER POLLUTION PREVENTION OFC'12 _ 5 J IOWA CITY, IOWA 52240 n N0. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000 A ON PROJECT NO. 219008 REPLACEMENT PROJECT PLAN C.12 2403 NEVADA AVE 2409 NEVADA AVE 2415 NEVADA AVE 2421 NEVADA AVE I INSTALL NEW ��J, SANITARY MANHOLE I SEE SUDAS FIGURE 6010.301 ! I I- I L L. Li AND IOWA CITY SUPPLEMENTAL FIGURE 6010.601 ON — _ _ _0 U—SHEET x -;t x x--, � x x x x ow 1 { *—_ 71121MA 7 AM !I: 2 x X x 1 1 ! • ! t; 9 t: 9 I / 11 t. 1 {' 1 {' 9 t6 ! { 1 - m 3 " 1*-4-4-1 _ ,CLERK 1 1 • ( �. ., r - _ _.__ _�._..7. xy -.kx � �r 4� • _.._._F - _ �� N� s S I.,. 1 , 41 »_{I i , { 1„ S N l >-- -..---iE 9): �(e-a 8- - En .� it > > _ > a ��e 1�i - > • 4,,• . [8 * 'E-FY` 01j� _ _ef�-m�-•i'- , i.g- ylT-8}- - ('- A-�i. O {B 3 3 -3)- �D :: - 4-k 0'• 3S 110' Srr - .._-.<rr F�._, _ O {Y - }'-_e")r_ -j----- _�� .�f -_ ) _._ ._{e-:3 Ee-3 )�(� `, i- ♦ ., Fe" 99 1 'is"c ...._.._(.- bra ee-_ i .,o.., (, ,,,r�o �o�esx+ -,_ ffr itp J .:,j,.. �'+ .r � �) T_g).,-___ 9- .. _�n� Q.> 3 .J (tOr'co W 'L)-_t (s-L-- -(off.._a-- L- ) > >(a .) -t �g-- C/) F w -- T-d)- r 6)'--+-!rBY e) I, i ° > > > > a I 1) -(8 - -s-L)- ._ _'' ') e J , j a a I, > ' , 'c ��, ---.�-� ..F) K x > a I *x > -�.i-3.x--.. ,...__3_:-3—,t ''1 a a > i 'I cp j( 5>..8)�.'--1,--._'y(SS a.8) CD x x (6S .. )--- (SS �.8)--._- (�' i a x i - -- >(SS `. —(S� > • * > a > > 6-1' + (ss ..9) (ss s) s > - — -gi�x—"-,C" -e)° ( sx••-4 PROPOSED SANITARY 1 1 t t / 1 4{ 4 Hit t ' s 1 . 1 t t { 4 { 4 1 4 t 4 1 1 t 9 t ( 1 PROPOSED SANITARY i 1 4 4 4 ; I SEWER SERVICE (TYP.) t 1 t t t SEWER MAIN (TYP.) 14 /1 !. 9{ I 11 4. 4 1 ! 1 1 ! 1 !1 ! 1 ! ,SEE SHEET D,06 SEE SUDAS FIGURE 4 4 ( ITY SEE IOWA CITY t " " i FOR SS-5 AND I SUPPLEMENTAL FIGURE { 1 1 { i t { t I. 1 { GARAGE 4010.201 ON U—SHEETS { „t 1 1 + 1 Il ! ! Ij Ij IJ j SS-6 PROFILE 31=00 I x 3010.201 ON U—SHEETS ' + dt X X X X ' ( X X -X X 1 t x t 4 l_ 1 t a -[ 62 REGAL LN I 60 REGAL LN 58 REGAL LN 56 REGAL LN 1 in TEMPORARY CONSTRUCTION \ EASEMENT (TYP.) TEMPORARY FENCE (TYP.) 685 P. - 685 SSMH — 1 STA: 10+24.87 EXISTING GROUND OFFSET: 0.00' R ABOVE SANITARY SEWER . 685.z7 FL IN: 670.69 (10", S) FL IN: 670.58 (8", W) 680 FL OUT: 670.56 (8", E) 680 rn n a 0 of 0 N N 675 675 Lo 62 \,a 7-- 60 2415 a 58 56 2421 2409 of 2403 o ‹a' 0 I SS — 1 670 t 314.1 LF of 10" PVC 0 0.35% 670 EXISTING GRADE o ABOVE SANITARY SEWER- 0 N / r7 m W N O W 1� m N �' N N , , tp 1A ,O i!} N N a ~ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 rn M / CLIENT: CITY OF IOWA CITY ` DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO, 410 E. WASHINGTON ST. !'Q='.T` D•01 M / DERSONOBOGERT GE DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER PLAN AND PROFILE of 410 CITY, HIN 52240 nr�or NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 -4'A C�� PROJECT NO. 219008 REPLACEMENT PROJECT D.06 I 2421 NEVADA AVE 2427 NEVADA AVE I 2433 NEVADA AVE I 2439 NEVADA AVE 2445 NEVADA AVE INSTALL NEW I SANITARY MANHOLE I PROPOSED SANITARY I SEE SUDAS FIGURE 6010.301 SEWER SERVICE TYP. i.- ! LEO AND IOWA CITY SUPPLEMENTAL I (TYP.) FIGURE 6010.601 ON SEE SUDAS FIGURE _ U-SHEETS 4010.201 ON U-SHEETS - --x x x�— x x _ _ x x x x x x x x x - x �llA�7 47: 29 x �t X X I , ,1 4 4 4 . - 4 - 41 , ,4 . ., • ,, . 4 • 4 , ' ' '. ` . ' 4 ' , 7 4 It 9 4 I t 1 t It' 14 j '! 1 f 4 ' 14 i i � , I + j 1 f + + 4 + .9y '� 4 ,I{ + 41 4 tl 4S 4 R j(''��i }yJ w , i 4 ' { 1 + I 3 f 4 ( i , i 4 4 4 ' i 1 , 4F ,, i 4 I 4 t, 14 4 , 4 , 4 4 4 4 14 4 4 t 4 t 4 41 4 S 14 4 4 4 1 4 I 4 I 4 <� 4 t r1 ti 4 4 ,i 7 4 / i l 1 7 4. T I 1 . ; J-- L-1 y -. ' '' 0 '- 1.i . * * # . �� a { � tl � V T _ (T-B- __.�(T_By... -.-(T--B)._ ._.'_(T - -(r-R).- _._(r-8)-- - _"('...8)__---(T'-B)-_-__- --C-el-_. -_(T-v --(T-ar___(-a)_ _-T-a)--_}}(T-By'---(r_ _ r > > ' I i_B)..._. _.(r B)F.'.. > > * > , > �_-, > , > >0 1 i t-(�ar->--(�-a)- --�T-B)-,--a(r-a)�--�(-a�f > o -{E.�Ff)__ �..6) ___ .Q{E..:' ._.. ... �->L L_..__ __�. I-.._ .=_(EsB'!._;/ "(E � asu- (QC) (, .) /0"perk,_ 3 (a -i)... t e �(r eT—� Y s) 04 T } I{ "� I v 1 ) 1 at`_r , _e) > ( B) ;r a), e y ) (, jh1 tom_._ -�L ?,�g 3(T-e)T S ' ]' a - > ; > , i > 4 ; s; > ',--(a ,.a) l_S .. --fSS ,)8) (�.i ..®) v- -#- (�S „So1 t j (S ..9),_____�.g) ----((-SS -----�— - •..ti3� - ram- -(SSA 7�P�-'�-�S .85T T� .. ( it �'1� > > e > > , > , , > 1, , >_. t ;� �r 's F . . -•'7 , -..._. r- i-4- 1�x _'�, e 4 r �I ;-1 ,M + 9 d 1 + 4 4 I '. _.._ _..z..__._.__x --.� '°�-��-;-3--t- 4 4`�-i#s}-tx-�-- _ �x-#—I<--1--•4---1. . --T- . � . c/) 1 1 + 1 1 it I 4 1 + 1 1 s ' ► 4 t ' 4 4 t 4 ! 4 4 y� 4 t 4-1-;-1--4--1-1-4"4 i 4 4 t 4 4• w 4 4 44 4 ! 44 44 � ! 44 4{ 4 i44 4 , 44 44 44 44 44 4 ; LPROPOSEDITASEWERIN + + 1 1 1 ' CI 1 + + 1le_ (TYP.) 4449,4 C 1 1 ' I + 1 y +1 + 1 + 1 + y 1 1 + 1 1 $ 4 1 + . 4 1 + 1 + + + I t 4 + + 4 1 i 1 "1 1 1 1 ! 4 4 4 t ! ,4 4 4 4 1 4 4 t ! d t I. t t 4 t t I , 4 4 4 t 4 44 ; 4 - (� SEE IOWA CITY SUPPLEMENTAL FIGURE 1 + 1 + 1 + 1 1 4 1 + 1 1 + 1 1 + + 1 + + + 1 + ! 4 4 ,4 ! ! ! ! s 1 4 4 4 ! ( t 4 i t 4 4 4 3010.201 ON U-SHEETS 1 ' t 44 44 44 44 44 44 44 44 14 14 14 14 1414 1 . I 1 1 4 s l 4 4 4 4 4 44+ ' 14414l+ 44+ 4l+ 41+ fit+ 4 ;14 14 14 14 14 14 + 4 + 4 14 14 14 + 4 + 4 44 14 + 44 1 1 + 4 + + + 1 1 1 1 41 !1 41 tl 41 !1 tl I 41 41 tl tl' 4 14 ! 4 ! ! 4 ! 4 4x ! ! ! 4 4 ! ! { t 4 4 4 4 4 1 1 t 4 '� 4 t 4 4 t 1 { 4 4 4 ! t 4 � + 4 + 4 + 4 + 14J14f1 • 114 � ,+ 4 .+ 4 . + 4 .+ 4 + ! + � 4I 4 � 14 4 � " e 1 � + + � + � �+ ;t �t �< + �. -: 4 '+ � 1 � 1 1 . 4 . � � . . . . . . � � �4 4 ' 4t 4t 4 ; � � 4 I 4 , � , � 4 = 4 t14 . yi. 1 , x x x x x x -x x 1 ( x. X 7- M I I -r- —J I 56 REGAL LN g 54 REGAL LN I 50 REGAL LN 48 REGAL LN z rilL 114, M TEMPORARY CONSTRUCTION EASEMENT (TYP.) 52 REGAL LN TEMPORARY FENCE (TYP.) 0— 20 s — 685 J — — 685 SSMH - 2 STA: 13+42.92 OFFSET: 0.00' R : 685.7-P _ i FL IN: 671.90 (10", S) EXISTING GROUND FL OUT: 671.80 (10", N) ABOVE SANITARY SEWER 680 680 Q rn 4- 4 0 ai 0 RI N 675 675 56 — 52 50 2445 48 ircr — 2433 2439 as. CP [_/--2421 a CI r2427 SS - 2 08 SS - 1 SS - 2 227.1 LF of 10" PVC 0 0.35 670 314.1 LF of 10" PVC 0 0.35% 54 227.1 LF of 10" PVC 0 0.35% 9b i 670 or EXISTING GRADE o ABOVE SANITARY SEWER--\ 0 rn j n r ao o n, m m r, n 7 co N co Q § o § § i E 2 2 2 2 2 § Lim m Q ~ 13+00 13+50 14+00 14+50 15+00 15+50 rn M / CLIENT: CITY OF IOWA CITY = DRAWN BY: M1JP APPROVED BY: JCD NEVADA AVENUE SHEEP N0. I410 E. WASHINGTON sT. ',=' ,e,NDERSON�B06ERT DATE: OS/07/21 SCALE: SEE BAR SANITARY SEWER PLAN AND PROFILE DE D.02 IOWA CITY, IOWA 52240 nro,r NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000rt G1N� PROJECT NO. 219008 REPLACEMENT PROJECT D.06 2503 NEVADA AVE 2509 NEVADA AVE 2515 NEVADA AVE 2521 NEVADA AVE 2527 NEVADA AVE k UTILIZE SHORING I _iJ METHODS FOR SANITARY L ra ISEWExR INSTALLATION a 0 20 NEAR EXISTING PATIO Ix PROPOSED SANITARY SEWER SERVICE (TYP.) x x Lf * x- x x PROPOSED SANITARY SEWER MAIN (TYP.) x x x x -7 1 ,. �� 9i x- .._ ..... ... .. -..... f r1 T —.__..i x ¢ ' 44 4 - - I q 1 4LiIS t q ! q SEE SUDAS FIGURE '�4010.201 ON U-SHEETS t 4 4 4 f q q x SEE IOWA CITY SUPPLEMENTAL FIGURE , , . 44 , , , , I , , , . qi ! , 3010.201 ON U-SHEETS f � iLRK qtq 4q 4 � y %i . i i i i i • a -- -(T"�)- a (TB)- ---i-e)- T ) -- - )- a-ai �-•- i— i Ta - a- i i a ;y1- +-�(>-�Ifi __�r_B)-4--4'( } &- — �)-- — �r-B)-i-s(-B); ir xi � , � - iTELE-Da a i( a iTLE-d—_. —i TELE'�D T6LE-D • t v i TEL D - - ( ii • i a i(E-BY _ -- E-ti EIS 1 (f-B) > :. GE-8 I aE9) 70.(F-e? ., - E-el . i ( E-t) •_(L-13)_( - 3)-(EBB) 4 ) ( 4� (-B). t {E-Bh_ i f(E'B)�E i ( ii sx _I i i i) rOi -B a --;. (E-3B)-.__ J__(Ey8)_a" * < O " CD • 10 � l= • " + i •- 5 - 00 C6 . to" . i 10"So. I '10 00 • CD _: _(1-13)-- - 5-B)- �_T-B-a- •(T-B): „ T( i ---(T-1)-- -(T443)--4--04-8 6 ]0 �,f10" pp i ELE-D r- iq'� EL -=fi—=-i,H.f-R .f T a i i i i i T,t1 _ C/ k i i a")_--'145 1 :1.1, -#9s�T, TB-tiS-(es _.._.R. ( c s , i. ...2)a� --(SS ..4) -( 9 (3s ,4) . ), �J (SS „9 -�----(sS ..8) ( - A) ,(Si 9) a S .,r9) ) i i ( s .g i is 3s / -1: N . _i. 'i ax i a i i i i�^'a , i a i i i t 3 4 i �.�_ 0 , a a �, iii i i i �••SJ i a ' i 3- �J aii i i a A -` I-I --4.44•3441 y I., f q 7tq 7Sq f4 { I i q S+ 7 S4 � q 4 i tf 4 44, 4 s 7 4S 44 t •af T4 t f q 31 c2 q q INSTALL NEW 4 t fyt , tIt ti , q q q, q � a � q � q 1 q ftq � fq q % t f-. i t t t f I. 4 f 4 f f f f 4t 4 4 I. 14 14 I 14 14 4f= 4 SANITARY MANHOLE 41 ' x 4 x tq t' 44 tq y fq I {q Sq 44 fq Sq 44 tq Sq 4 qSq tq t { 44 4' q + i 41 4414 qI q , + . 4y qt qz 44141 ', ,/q9 ' ' I fq f + SEE SUDAS FIGURE 6010.301 q q q ,qfq q f q q 'xq ' L ' ' # ' x I X ' 'x x x x--4 f ` ff AND IOWA CITY SUPPLEMENTAL i IO i FIGURE 6010.601 ON U-SHEETS + x x x x x x <..\, _ x x TEMPORARY FENCE (TYP.) 46 REGAL LN g 44 REGAL LN 42 REGAL LN - ' 38 REGAL LN 40 REGAL LN TEMPORARY CONSTRUCTION I EASEMENT (TYP.) / 685 _ _ 685 SSMH - 3 STA: 15+73.99 OFFSET: 0.00' EXISTING GROUND IM: 686.16 ABOVE SANITARY SEWER FL IN: 672.81 (10", S) 680 FL OUT: 672.71 (10", N) 680 a co 0 . of 0 2527 of- 675 2509 \0 2515 42 2521 99 675 2503 v SS - 3 �i 46 44 402.1 LF of 10" PVC 0 0.35% 0 0 rn N 670 - 670 EXISTING GRADE o ABOVE SANITARY SEWER---\ _m (Al N rn n N o n * . n rn n a o .D V1 Y) fp h h h Y f UCO CO to Q 15+50 16+00 16+50 17+00 17+50 18+00 18+50 n / / CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. M / 410 E. WASHINGTON sT. i= z �DERSON��O��RT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER PLAN AND PROFILE OF D.03 IOWA CITY, IOWA 52240 alva NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 - 1I4 G�� PROJECT NO. 219008 REPLACEMENT PROJECT D.06 I • INSTALL NEW SANITARY MANHOLE 2527 NEVADA AVE I 2533 NEVADA AVE I 2539 NEVADA AVE I SEE SUDAS FIGURE 6010.301 2551 NEVADA AVE I AND IOWA CITY SUPPLEMENTAL PROPOSED SANITARY SEWER MAIN (TYP.) I • FIGURE 6010.601 ON SEE IOWA CITY SUPPLEMENTAL FIGURE U—SHEETS s 3010.201 ON U—SHEETS x x x— x i x i i x * X N L.\ , 34 It I{ 4 a ! 5! ' 4, I ! 1 1 41. i ! 1i� 1i � ! it it {� .. , _ ___ I I, i i i i i i i i i i i i i i i { 1 { 44 4 { 44 4 ! 44 ! t ! t 4 { 4 { 41 41 !! ! { 4 ! 4 { 4 ,41 i > , x x x I x x x x ! ! ! ! ! ! ! �1 ! ! �! ! ! Mil MA'S 27* AM t 29 t ! x J Xr — �� i i i i , i i i i i 1 i 1 4 , 1 , i 4 S ! 1 S S 1 4 ! t { 4 { 4 4 4 4 I i i i i i i { 4 . 1 i i i i i 1414411411 ,114 i i i i i i . i` (i 1 4 4 4 1 : 4 t IS' . 4' . ; ' 4' . 4 1 ! S i 4 t 1 S 1{ 4 { 4S 4 4 '1 { 14 1 { 1 ! { • t t 3 { i I p 1 i ty L�` l ; i"T f l i i # ! i i i X gg i i 'i i i i i 4 tl d - i i i i I a p 4 S S S S S S { S { { { S { ! 4 S i i ! ce S 41 41 41 4 { 41 t 4 4 �{ w � a ! �{ �4 �S IL �*.4 �4 � S � { � { # f i i � �: i4 i 1 i i i i i i i � i i ! i i 1 � '� yr !© [{ Q x_ . �1%, a i i 4 + .F_ _ _ .. .... ,r.._ : .S--Sx-F� i. a { 4 4 4 4 4 4 4 14 4 S 14 4 S 4 4 4 4 4 { 4 4 4 4 4 ! 4 t 4 4 4 ! 1 ! 1 I H CITY. fV A.tea. —4—�' ' + F' ' > + + i + i i i i i i i i i / 1 i i i 1 i i i i i i i Q i a a . v y yy !y ! !! �1 M s 4TEL D i . i ;T L i 0 i . i > ! i r iii . ir `• 14471 ! 4 { s { 7{ 7 { { { 7 { 7 { 7a 1aa a a .E—B)) 4 .�(E—e)i ii)E-B; d s (E .. { ;E-8) --(E B}.._ -_. 9) ---i.--_..� I• a . j ; �_I �II `i 1 i l i 4 i 9 i 4 i ,> a .O °° " 7 ,.,„ —+ _ . Q-_--- •—_. _ . —sue--,---I�-© - ,��,``11 ~., * xi* ! E-Di le oat e s . i TE E+e" a iris ELE'I,- ,10"-as , i fiA P8 i F 4.% - x K x x x x x 0 ' �� -4 - . rn i i 3 �' • i i i N 2344 WHISPERING MEADOW DR S�.8 �(Si !8i i # i i Asa .. ? '. .. ., {i!{1 { e ti;.7r ..! �.=a: ._ x=rrL (SS► s ��\ R :•1 H 4 Z A a+ a / , , PROPOSED SANITARY �` 1� N 4 4 4 ! 4 1 SEWER SERVICE (TYP.) 1i '* 4i 4 1 ti i ti si ti 44 SEE SHEET D.05 3 a ti 4i 4i ; 4 SEE SUDAS FIGONEU4 SHEETS { ti ti ! i i 1i "` FOR SS-4 PROFILE ` 1 41i ! { 4 , �,c A _{ x x 41+00 - - - - — — — — X - - A 2 / i,/ `o `f TEMPORARY CONSTRUCTION ;.� I II Z —�j— / EASEMENT (TYP.) TEMPORARY FENCE (TYP.) /� I / 38 REGAL LN / I 2332 WHISPERING MEADOW DR 0 20 1 // I f I 685 685 680 EXISTING GROUND 680 a ABOVE SANITARY SEWER SSMH — 4 STA: 19+80.14 OFFSET: 0.00' R ^RIM: 68'_97 FL IN: 674.49 (8", W) r.- rN 2527 2533 38 2539 FL OUT: 674.23 (10", N) N 675 V� 1 675 n SS — 3 o 102.1 LF of in" Pv^. Q n 357E 0I 0 0 a, li; 670 — 670 EXISTING GRADE ABOVE SANITARY SEWER 0 0 _� VVV N w of cvp� a < rn a rq Q 18+50 19+00 19+50 20+00 20+50 20+75 rn M / / CLIENT: CITY OF IOWA CITY -` - DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET a_ / 410 E. WASHINGTON ST. SST"—r-Ti ANDERSONOBOGE� DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER PLAN AND PROFILE of IOWA CITY, IOWA 52240 nr�or NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000 A 0r4� PROJECT NO. 219008 REPLACEMENT PROJECT D.06 L// _'�1 "` 1/ Cl / I PROPOSED SANITARY SEWER MAIN (TYP.) N SEE IOWA CITY SUPPLEMENTAL FIGURE 38 REGAL LN --- 3010.201 ON U-SHEETS x 1-CI —�J- -,. ,, I TEMPORARY CONSTRUCTION EASEMENT (TYP.) I L E ` 36 REGAL LN PROPOSED SANITARY SEWER SERVICE (TYP.) 0 20 SEE SUDAS FIGURE 4010.201 ON U-SHEETS , — 1 I 2539 NEVADA AVEisiiim �_� " x Zell AY 27 AM 11: 2 r ) l, ' - ' I 0 kTY CLERK I A CITY. 10 WA + CONNECT TO EXISTING - + o • SANITARY SEWER I II f ��• 0 (SS-4) - I® (8,. SS) (8- SS)-.. _. - .. )---(�''9Si — (0„ =!)- I (G-S�) - to.. f) (6„� ± ,- ,�1j .L- ( — — — — — — N _ 1— - — �►T, �r) = INSTALL NEW 6�, SANITARY MANHOLE I 4 ` W .-\__• 1 SEE SUDAS FIGURE 6010.301 z AND IOWA CITY SUPPLEMENTAL I FIGURE 6010.601 ON U-SHEETS W 1 ' 20 - + 00 I TEMPORARY FENCE (TYP.) K 1- F I I X • I I I 2332 I WHISPERING I 2344 WHISPERING 2551 NEVADA AVE I MEADOW DR I MEADOW DRx M I I SSMH - 4 STA: 19+80.14 OFFSET: 0.00' R 685 685 r"R1M: 681.97 EXISTING GROUND FL IN: 674.49 (8", W) ABOVE SANITARY SEWER FL OUT: 674.23 (10", N) a r, o 680 - 680 0 N N N O, 0 675 __ U 675 co 0 0 0 / N SS - 4 EXISTING GRADE 12.5 LF of 8" PVC 0 0.37% o ABOVE SANITARY SEWER--\ 0 cn n n O N U a ~ 40+00 40+50 41+00 41+50 42+00 42+50 rn h / / CLIENT: CITY OF IOWA CITY - DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO o. 410 E. WASHINGTON ST. ;'-z 'Z` D.05 y ANDERSON BOG' ERT DATE: 05/07/21 SCALE. SEE BAR SANITARY SEWER PLAN AND PROFILE OF IOWA CITY, IOWA 52240 mwor NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 'A C% PROJECT NO. 219008 REPLACEMENT PROJECT D.06 N 1 y% INSTALL NEW 1 1 L. I-- L ) SANITARY MANHOLE 0 20 SEE SUDAS FIGURE 6010.301 immi AND IOWA CITY SUPPLEMENTAL 10 �A 10+00.00 201I MAY 27 AN I1= 24 FIGURE 6010.601 ON U-SHEETS IOWA CITYGITY CLERK. IOWA o. o r I o + i CONNECT TO EXISTING-- MM.)LAKESIDE DR SANITARY SEWER o (SS-5: (sS-6) 0 re) M �' CONNECT TO EXISTING SANITARY SEWER -.... . ...... PROPOSED SANITARY SEWER SERVICE (TYP.)--- { SEE SUDAS FIGURE 4010.201 ON U-SHEETS 1 cr1 \ �. PROPOSED SANITARY SEWER MAIN (TYP.) 'H7 \ .4' A — SEE IOWA CITY SUPPLEMENTAL FIGURE %.___) . 301 0.201 ON U-SHEETS _ _ I 1 I I 1_ _ i_.__i I i`Ro -. (ROW).- (ROW)--- (ROW) / / (ROW, , (i m Z 7 M S1� r r. m a.. x Q TEMPORARY CONSTRUCTION— N 7 w x o 01 EASEMENT (TYP.) I -. w w TEMPORARY _._ , E �.' �° y FENCE (TYP.) - cc J'8 REGAAAAAAAt F�1 I { - I / 2403 NEVADA AVE Z 4 685 - 685 SSMH - 1 STA: 10+24.87 EXISTING GROUND OFFSET: 0.00' R ABOVE SANITARY SEWER RIM: 688.27 FL IN: 670.69 (10", S) FL IN: 670.58 (8", W) 680 - FL OUT: 670.56 (8", E) - 680 m a co N Ca O Oi 0 N N 675 - 675 Ln SS - 6 12.5LFof8" PVC O0.47% 0 1 co o O 0, 670 670 SS - 5 1 EXISTING GRADE co a 12.5 IF of 8" PVC 0 0.39% ABOVE SANITARY SEWER—\ 0 N " m v� i o n n o 30+00 30+50 31+00 31+50 32+00 32+50 a) ri r CLIENT: CITY OF IOWA CITY '` DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. a 410 E. WASHINGTON ST. i'-�*=`�' D.06 DERSON BOGERT DATE: 05/07/21 grid SEE BAR SANITARY SEWER PLAN AND PROFILE OF IOWA CITY, IOWA 52240 co or NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000 ......,coA 0.. PROJECT NO. 219008 REPLACEMENT PROJECT D.06 I I NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR 2403 NEVADA AVE I 2409 NEVADA AVE 2415 NEVADA AVE I 2421 NEVADA AVE SHALL PHOTOGRAPH OR VIDEO ALL EXISTING I I FENCING. I I a1 2. UNLESS OTHERWISE DIRECTED BY THE A. EXISTING GATES SHALL BE REINSTALLED Offset:026.017 4L Offs t: 11+28.1125.53' L Offset:125.40'1 L Offset:STA: 125.07'86ILED �J ENGINEER: IN APPROXIMATELY THE SAME LOCATION. _ _ _ NEW GATES SHALL BE INSTALLED AM 9 �, 0 TOWARDS THE SOUTHERN END OF THE STA: 10+60.94 4A. Y } ; ZPROPERTY ALONG THE UTILITY EASEMENT. 1Offset: 11.17' L B. FENCE DAMAGED DURING REMOVAL SHALLBE REPLACED WITH THE SAME MATERIAL xI STA: 11+87.39 x I I .I T Offset: 10.00' L i AND BE INCIDENTAL x m� x x , �J� PI (Wryt I ..---- - x � x � x x � x � x x �-� x �� x � - ' 7- _______,._ STA: 10+92.03 STA 11+04.34 STA: 11+27.39 STA: 12+47.39 o Offset: 10.91' L O Offset: 10.78' L o Offset: 10.00' L O Offset: 10.00' L p o O 3 - - - - - O - - - - - O _ ,_ \1/ N M ci W \ x x X X x X X x X X X o w s= _ STA: 11+15.01 x STA: 11+27.39 STA: 11+87.39 FENCE REINSTALLATION (TYP.) Offset: 10.00' R Offset: 10.00' R x STA: 12+47.39 x SEE SUDAS FIGURE 9060.101 Offset: 10.00' R Offset: 10.00' R ON U-SHEETS GARAGE STA: 11+87.39� - 1_-OO Offset: 21.57' R STA: 12+46.99A 56 REGAL LN I / Offset: 24.67' R - STA: 11+27.79 - Offset: 23.06' RI I 62 REGAL LN 60 REGAL LN I 58 REGAL LN ...... .. ..__....... LEGEND x - REINSTALL CHAIN LINK FENCE 1 -xx- REINSTALL WOOD FENCE 2421 NEVADA AVE I 2427 NEVADA AVE I 2433 NEVADA AVE 2439 NEVADA AVE I -xxx- NEW CHAIN LINK FENCE I STA: 13+12.39 I I Offset: 24.53' L 2445 NEVADA AVE I STA: 13+77.39 STA: 14+37.39 STA: 14+97.39 a �1 STA: 13+14.79 ,,_ - g //mffset: 24.28L Offset: 23.76' L Offset: 25.37' L r 7 i - Offset: 25.10' L 0 1 20� x STA: 13+14.86 STA: 13+77.39 STA: 14+37.39 STA: 14+97.39 Offset: 10.00' L Offset: 10.00' L Offset: 10.00' L Offset: 10.00' L J �x � x � xmx17 ] )0( xx�xx xx xx��)x xx�xx xxx , mx , x ximilx Lmmi Q N STA: 13+12.39 o p o Offset: 10.00' L p O oo 0 - - - � - O o - I - -I -� i- 0 - N tO 1 - X X X X X X IIMIIIMIIMIIX - X - X X - X - X - X XX-XX-XX-XX XX MIM=X XX-xx-XX FENCE REINSTALLATION (TYP.) STA: 13+12.39 STA 14+37.39 3 STA: 13+77.39 STA: 14+97.39 SEE SUDAS FIGURE 9060.101 I ;Offset: 10.00' R Offset: 10.00' R Offset: 10.00' R Offset: 10.00' R �I ON U-SHEETS x9 F -I 9 o STA: 1 7.1 7 R y !Ki,_ Offset: 27.17' Ra, JISTA: 13+13.08 STA: 13+77.52 STA: 14+38.28 °° o 1 I Offset: 25.25' R Offset: 25.72' R Offset: 26.87' R o 1 i 56 REGAL LN 54 REGAL LN 52 REGAL LN 50 REGAL LN 48 REGAL LN 0 a o Q H M / 7 CLIENT: CITY OF IOWA CITY ,. DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. 0. 410 E. WASHINGTON ST. 4,'Q4NT' F•01 1 IOWA CITY IOWA 52240 ANDERSON BOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER FENCE LOCATIONS OF NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 -4A 6 PROJECT NO. 219008 REPLACEMENT PROJECT F.02 2445 NEVADA AVE 2503 NEVADA AVE 2509 NEVADA AVE i 2515 NEVADA AVE 2521 NEVADA AVE I - 'Ii - STA 15+57.85 STA: 16+16.83 t ,_� t..., . Offset: 25.55' L Offset: 23.62' L STA: 16+82.69 STA: 17+44.46 Offset: 22.97' L Offset: 23.72' L 0 20 - - aft: - - - - - - - - L J/TA: 15+57.39 STA: 16+17.39 STA: 16+82.39 RK sTA 17+44.39 ffset: 10.00' L Offset 10.00' L Offset: 10.00' L $' Y �{��Q II�+ Offset: 10.00' L - xxx- x xis.m.x ...xx oecammxx x ...im x x x .1.• o FENCE REINSTALLATION (TYP.) SEE SUDAS FIGURE 9060.101 o o 0o I ri ON U-SHEETS o0 n co 1 STA: 16+82.39 -xx xx xx_xx x ��x x-�x x x i�x x Offset: 10.00'. R ` -x - •...-x x STA: 15+57.39 STA: 16+21.96 x Offset: 10.00' R Offset: 10.00' R 7 STA: 16+83.26 STA: 17+45.53 I- L- STA 15+57.31 Offset: 21.57' R Offset: 10.00' R Offset 27.79' R STA. 16+22.57 J - Offset: 19.71' R j �- STA 17+45.53 40 REGAL LN - Offset: 19.86' R 48 REGAL LN I 46 REGAL LN 44 REGAL LN I 42 REGAL LN LEGEND x - REINSTALL CHAIN LINK FENCE I I ' -xx- REINSTALL WOOD FENCE I -xxx- NEW CHAIN LINK FENCE 2521 NEVADA AVE 2527 NEVADA AVE 2533 NEVADA AVE 2539 NEVADA AVE i 2551 NEVADA AVE STA: 19+83.77 STA: 18+03.44 STA: 18+63.75 j STA: 19+25.25 Offset: 25.54' L Offset: 23.80' L Offset: 24.19' L Offset: 24.81' L1__ I - - I2344 WHISPERING MEADOW DR 0 20 3_, STA: 19+83.57 �� STA: 18+04.39 STA: 18+64.39 STA: 19+24.39 Offset: 10.00' L I Offset: 10.00' L Offset: 10.00' L Offset: 10.00' L , ., _ NOTES: Q �x �-x �x �-x � -x-�x�x �x- �x �x �x .�x x-�x �x �x 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PHOTOGRAPH 0 0 o a o OR VIDEO ALL EXISTING FENCING. --H -}-- o - _ -_ o o -_ T_ _ -- 2. UNLESS OTHERWISE DIRECTED BY N °D o THE ENGINEER: 1 _____effj N A. EXISTING GATES SHALL BE co REINSTALLED IN APPROXIMATELY - x x x ��x xxx�xxx x �x � x ... x .x � �xix THE SAME LOCATION. NEW STA 18+35.72 STA. 18+68.91Offs 1910 00' TOTES SHALL BE INSTALLED Offset: 10.00' R Offset: 10.000 Offset: 10.00' R TOWARDS THE SOUTHERN END NEW CHAIN _ OF THE PROPERTY ALONG THE o LINK FENCE 41+0 UTILITY EASEMENT. B. FENCE DAMAGED DURING " k-�8+33�2-� FENCE REINSTALLATION (TYP.) REMOVAL SHALL BE REPLACED Offset: 22.50' R SEE SUDAS FIGURE 9060.101 WITH THE SAME MATERIAL AND N STA: 18+32.84 ON U-SHEETS BE INCIDENTAL. c Offset: 22.50' R / I I STA: 19+84.21 I Offset: 27.00' R 0 40 REGAL LN / 38 REGAL LN 1 /� / e I / I I 2332 WHISPERING MEADOW DR 0) / V M CLIENT: CITY OF IOWA CITY NEVADA AVENUE SHEET NO. DRAWN BY: MJP APPROVED BY: JCD a 410 E. WASHINGTON ST. 4:1001, F.02 j ANDERSON BOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER FENCE LOCATIONS OF IOWA CITY, IOWA 52240 �nro.r NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 �A C.Ns PROJECT NO. 219008 REPLACEMENT PROJECT F.02 x - K 4 -.::., :fit' . �• „ 4. x ! 1;r T' sus .; `+ w `� , SANITARY SEWER +., ,? r T STA 10+24.77= ALIGNMENT I STA 31+25.00 .; ` . 0 0 O 0 0 0 �— - - - - —F - - F - 1 - - --f-- - - -- - - =` _ _ - - �- - - —�- - - -f- p ..•_._.,_ N n .t to co 2 1 - , w31 00 ' ' } -Ir- e 0 46 8 JAI' tSTA 19+80.14= 50-/ • I STA 41+19.67 • o —+ �� ., 1-- - -ol -_- _ o o o 0 411-00 ---i I• . 0 40 r € 1.. SURVEY CONTROL AND BENCHMARKS POINT NORTHING EASTING ELEVATION DESCRIPTION STATION _ OFFSET 1 601356.646 2186357.594 685.85 5/8"REBAR 10+49.30_ 2.46'R m 2 601044.600 2186362.073 685.87 5/8"REBAR 13+61.38 1.86'R a 0 8 600286.152 2186414.388 682.33 5/8"REBAR 21+20.41 41.04'L id 50 600283.660 2186405.320 684.13 BENCHMARK-CUT X ON CAP BOLT HYDRANT 21+22.79 31.94'L 0 in 0 N 1 0 ALIGNMENT DATA 1 ALIGNMENT POINT STATION NORTHING EASTING 0 SANITARY BP 10+00.00 601405.971 2186359.442 rn SEWER EP 20+00.00 600406.048 2186371.861 61 co 0 0 �tAQ! ',ktt3 h1Ql N 337 k 1 J o o 62 :11 WV LZ )VW 11U1 co U C91I a, DRAWN BY: AWP APPROVED BY: JCD NEVADA AVENUE ALIGNMENT n CLIENT: CITY OF IOWA CITY SHEET NO. a 410 E. WASHINGTON ST. G.01 / IOWA CITY, IOWA 52240 `"'"<` ANDERSONOBOGERT °A�' os�o�/z, SCALE: SEE BAR SANITARY SEWER INFORMATION& of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 'A C� PROJECT NO. 219008 REPLACEMENT PROJECT SURVEY CONTROL G.02 E k �` 4Lne (�`"a, .. v' Yy may" 1. 1 I LAKESIDE DR A 10+24.77= ALIGNMENT A1#25.00---\c p to Y - o oo I N —O — — - — __ —-I -- — — — — —N —(8- SS) (a" ss)o- -- - - --I- y � - N in , e-d' 1 I I - i 14 . 1 4- . t 7 i LAKESIDE DR . 1 ...0 i--- 4 r r , 0minomi 20 v - , 1 i t , c .... lot , ., ° , x :r£',.,. 't:_ a`=,`♦,,.. _ +' I +.ti,r STA 19+80.14= SOUTH END ,� Q [¢TA 41+19.67 ALIGNMENT Z 0 o O 0 +.— — — — f— — I — .. _ — — — -� - ` - - - --+-" - - - - N N O d d- Ak I MI 0 20 IINENI AUGNMENT DATA AUGNMENT POINT STATION NORTHING EASTING LAKESIDE BP 30+00.00 601380.193 2186234.755 m DRIVE EP 32+50.00 601382.205 2186484.746 a N M 00 0 Cr; O N AUGNMENT DATA 1 AUGNMENT POINT STATION NORTHING EASTING up `SI 1 SOUTH BP 40+00.00 600424.759 2186251.948 0 END EP 42+00.00 600426.684 2186451.939 a v0 6 I co o o a, V Rlo1 6Z =116111 co LZ �� i RI O a U n '' �� 1 ---' 1- t 03 M / CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE ALIGNMENT SHEET NO. 410 E. WASHINGTON ST. ANDERSONOBOGERT G.02 IOWA CITY. IOWA 52240 cmw� DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER INFORMATION& OF NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000 A 0 1 PROJECT NO. 219008 REPLACEMENT PROJECT SURVEY CONTROL G.02 MJP339 T:\ACAD\219008\Sheets\9008_H.dwg 5-26-21 09:09:31 AM z 0 0 0 0 0 0 0 0 0 0 1-_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000000000000000000 NJ NJ N > r�l NJ W W W W W NJ W W W W NJ W NJ NJ W W W W W W W W NJ W W W W NJ W W W 70 000 v V v V V O O O O O O O O O O O O O O O O O O O O O O m N 6,03 ,803 tD CO CO CO CO CO V V V V V ,69 V V V V V V V V V V V V V V V V r O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O Z 0 0 0 0 0 0p 0 0 0 N N N ,- 1- 1- 1-, f-, 1- 1-+ 1-, 1-, F+ 0 0 0 0 0 0p 0 0 0 O O N 4+ N. C to A W N I-. N I-. 0 LOCOVMWAWN F+ 0 WCOVMIJIJNWN I-' O WW A NN A? $ O ` ` N N N N N N N N Np NJ NJ NJ N N N NJ Z I I to to to to to to La to ? 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N I I N 1 a \_N:601348.21 - 7 NI E:2186329.77 N:601290.72 N:601098.22� N:601088.23 ai o E:2186330.37 E:2186332.76 1 0 N:601314.80 N E:2186330.18 up N o 62 REGAL LN 60 REGAL LN 58 REGAL LN 56 REGAL LN 54 REGAL LN p, a =1 LEGEND 03 o o �Mr I 'ADC) d�l01 Parcel NumberCD }��1all° Existing and Proposed Right of Way v Easement and Exbtkq Right of Way a T CO i c '�1 Z �� t Easement Construction (Temporary) 0 CO U Z :'1 nd L Permanent Easement • 0 Found Survey Monument 0 N - Bdsting t of� .. ao Temporary OomfrucHon Easement- - 0 . Utility Easement i M / CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. 410 E. WASHINGTON sT. s��'* �t� SURVEY MONUMENTS& H.03 JANDERSON�BOGERT DATE: os�o7�2, SCALE: SEE BAR SANITARY SEWER OF IOWA CITY, IOWA 52240 arv.r EASEMENTS PLAN NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 1.t C‘. PROJECT NO. 219008 REPLACEMENT PROJECT H.06 1 •• 1 • 0 20 mmmmmEm mmommm 2427 NEVADA AVE 2433 NEVADA AVE 2439 NEVADA AVE 2445 NEVADA AVE 2503 NEVADA AVE N:601034.71 E:2186389.05 N:601054.96 N:600859.43 E:21186391.33 E:2186388.80 E:2186391.23 N:601054.94 N:600859.23 7. N:600851.17 E:2186385.40 N:601034.69 �i E:2186378.93�cv E:2186379.07 b E:2186385.56 o r T_T. _, r _ _ ,_ __ ________}__ r _ _ .._ -c! N O__ _______,____ O I 0 _ __ __ ,_ ni- an to N:600897.73 o N:600885.48 E:2186348.76 I r �E:2186348.80 0 N I i i I I I I . _N:601088.23 N:600 �' E:2186332.89 N:600897.74 3 _ ___71 o E:2186335.25 N:600885.42 E:2186 o E:2186335.40 N 0 N 54 REGAL LN 52 REGAL LN 50 REGAL LN 48 REGAL LN 46 REGAL LN ± b�t01 LEGEND nd of Way A MIEasement and of Way AL 6Z :I1 � LZ ��N Eawnert Construction (Temporary) 0 03 Permanent Easement • rn Found Survey Monument • Fr/ a a R ` Existing Right i or Way (Row)- Temporary Construction Easement— — 444 1 4�v I Utility Easement M 7 / CLIENT: CITY OF IOWA CITY DRAWN BY: AIJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. a_ / / 410 E. WASHINGTON ST. 8W 1: SURVEY MONUMENTS& H.04 jj IOWA CITY, IOWA 52240 'nn•r� ANDERSONOBOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER EASEMENTS PLANOf NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 'l'.1 GS PROJECT NO. 219008 REPLACEMENT PROJECT H.06 I 1 0 20 somi 2509 NEVADA AVE 2515 NEVADA AVE 2521 NEVADA AVE 2527 NEVADA AVE 2533 NEVADA AVE N:600515.92 E:2186395.50 N:600506.72 E:2186395.61 — — — 1 , b o N:600516.25_ o _N:600506.96 E:2186388.72 03 E:2186388.41 r r 1 1 1i. i o N:600772.31 N co E:2186353.95 N:600752.31 / 4— E:2186354.19 [ T_ 5.0'----II� o / I 5.0' o / ,n N:600538.39 711 NI M I / ui E:2186347.72 a — i_ __ _ _ _ m N:600718.32 N:600538.39 a N:600772.10 E:2186342.48 / E:2186344.71 o9. E:2186336.81 N:600752.10 N:600728.25 o E:2186337.06 E:2186337.36 / o / N 1 UD 1 to / 38 REGAL LN = 44 REGAL LN 42 REGAL LN 40 REGAL LN / LEGEND m1 / Parcel Number Q 0 N 1� � 0 t Existing and Proposed of Way d �. Easement and Existing or Way L !Ill ��a .� ` (Temporary) 0 coPermanent Easement . o �Z �� Z�� Found Survey Monument • N 6Z � Existing light of Way _ -- o Temporary Construction Easement— — — UWIy Easement n ? mil 8 - , __ r.Mj / / CLIENT: CITY OF IOWA CITY ` t DRAWN BY: AIJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. 410 E. WASHINGTON ST. 4*��` DATE: 05/07/21 SCALE: SEE BAR SURVEY MONUMENTS& H.05 / IowA CITY, IOWA 52240 Cltyol� ANDERSON��BOGERT SANITARY SEWER OF NO. REVISION DESCRIPTION APPROVED DATE _ PHONE: (319) 356 — 5000 �c� PROJECT NO. 219008 REPLACEMENT PROJECT EASEMENTS PLAN H.06 i z •. I FILED ce MI NAY21 Atilt: 30 O CITY CLERK IOWA CITY IOWA 2539 NEVADA AVE 2551 NEVADA AVE 3 a ce • N:600401.69 N:600436.63 E:2186401.92 E:2186396.48 N:600294.70 N:600506.72 E:2186403.25 E:2186395.61 _ _ _ - - I T Ti CC 20.0 CI —J IR o 'LN:600506.96 0 1 o o E:2186388.41 i° 1 + z OaE I N • N Or I - -T- - 2 EN 2344 WHISPERING MEADOW DR I N:600294.76 \fi:600401.32 1 I E:2186373.25 E:2186371.92 1 in a N:600436.04J 35.0'�I 1 LEGEND E:2186348.99 I 0 1 Parcel Number Qj o i Existing and Proposed R ght of Way N 1 ammo*and Existing Right of way / 1 Easement Construction (Temporary) 0 N / 1 Permanent Easement • ,n / Found Sunny Monument • / o ErbtYp Right of Way - 38 REGAL LN / 2332 WHISPERING MEADOW DR Temporary Construction Easement— / UtlMy Easement o rn / N 0 / N L co 0 0 Of N o Q o Q cn " / / CLIENT: CITY OF IOWA CITY DRAWN BY: LIJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. a 410 E. WASHINGTON ST. t12c, SURVEY MONUMENTS& H.06 '_ ANDERSONOBOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER of x IOWA CITY, IOWA 52240 arv.r� N0. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 %c� PROJECT NO. 219008 REPLACEMENT PROJECT EASEMENTS PLAN H.06 r '"Tam +`• -- i ti,. f. l+. �' TRAFFIC CONTROL NOTES: i a ,--. ,.. 1- —ilk..... 1. USE MUTCD DETOUR FOR A CLOSED STREET • r ,, r4� .. (TA-20) FOR LAKESIDE DRIVE CLOSURE. �t llyr ,', ` }, .£ 2. ROADWAY SHALL NOT BE CLOSED WHEN IOWA • " ' ? -vi 0 100 CITY COMMUNITY SCHOOL DISTRICT CLASSES * NIP � � ARE IN SESSION. ! ,i a { 't r {,• 3. NO PARKING ALONG SOUTHEAST SIDE OF MIAMI • DR AND SOUTHWEST SIDE OF NEVADA AVE • DURING ROAD CLOSURE. �4 ' >>'' ` tA .1' , 4. MAXIMUM LENGTH OF ROADWAY CLOSURE K` - �I f Y. 10 SHALL BE TEN (10) CALENDAR DAYS. ` • 144 5. CONDUCT ALL OPERATIONS TO MINIMIZE _ t_.. 'Q �. .• w INCONVENIENCE TO TRAFFIC. CONFINE OPERATIONS TO ONE TRAFFIC LANE UNLESS - �_ '' THE ROAD IS TO BE CLOSED TO TRAFFIC. - �� ••.. ' ' MINOR ENCROACHMENT INTO THE ADJACENT �' /1�� g ., r ? i S. LANE, SUCH AS FOR SAWING AND INSTALLING / '` \I FORMS, WILL BE ACCEPTABLE WITH THE USE ., OF A FLAGGER ACCORDING TO MUTCD. d. / ` � . � :'•"- r r ; . r m J ` ....':‘:...": : A `T - �if1 'fkf r . iii'"\-- NO PARKING •;1, ` _ rt }�s' F s. f • �, r • lir' I -I INSTALL ROAD CLOSED' SIGN ON TYPE III • '�� It BARRICADE (TYP.) • 1 11 q la . it ` _ n a . a v a 0 LAKESIDE DR 5 1_ • pc 0 T t i .n. i, . _ :, t ea a . „ - . 0 E 1 t 1 i _., ...., .1.- . to ' - I rit, ' I mem " 0 INSTALL ROAD CLOSED , It. AND DETOUR SIGN ONE CV 4 r l_ l TYPE III BARRICADE / o f' r,'r., All (TYP.) t 3t z s 4 4 ' f•1r :_ rli�K,.A � ri a _ Alt- e x y r-j W4111% . ti Arc .; - ;:... D: ZLL1 a. 1. t/ •. r - .. 1R o o I N ' _ .' -- C) I -. - :.. - ,. ,t x.:Jr--' !ti, ._- ..ten..+ .. Y; , L: / rn n 5 I CLIENT: CITY OF IOWA CITY � ��'�� DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE TRAFFIC CONTROL,& SHEET NO. a_ 410 E. WASHINGTON ST. T DATE: 05/07/21 SCALE: SEE BAR ANDERSON BOGERT °' IowA cITY, IOWA 52240 ...�, SANITARY SEWER CONSTRUCTION PHASING OF NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000 �A C% PROJECT NO. 219008 REPLACEMENT PROJECT PLAN J.03 MJP339 T:\ACAD\219008\Sheets\9006_J.dwg 5-26-21 09:11.46 AM z 0 Ft C''; z t •i k CO Y ' z r r r° ��.. O C• D _;�-r. 1, • In 4 e 1 v *f" ' T P.mC - � 'eRt: C-c, 10* K� n ,�„�.. • i 7 x F. �' � 0 o. T ._, ,..' '1/Cy Z v .'I _...110., ,,.- ,,_..,.., s„., s .• 0-4, „i, . —,...... „..„ m s, .„,,.. 0 Iv; . ..., _ . - ----I . •,„ ssr, ,,..o. -V- n REGAL LN m ' "� 1- w coD 1' t r ' __1 4. _arri-05M23 joi...:4;' 17.i:" ' 44,,,, ',. , ***"(‘.1. ', r ,i,..., • .i1k ao , .D �ZO . r' � Y . to !'Irv • , , e , 'w, - 'y3 A. - 4 ,cye ,4'y ,,It y 1 p , • • 1 t.. f;•.;' t NI• l i ,talL-, IP* - 1*—! — 1 4, i Pft'n .44k, rl ' • , OH ,LV§. d. REGAL LN I cz * , v. 'DO 4 0 . 1 :i O Z 4 , ,., ,''. _< D d� ''' . -,?-4 ,,,,,:, ,o, '.."/ .~, Ne 70 III NEVADA AVE '; ei-Itts; r C:VVVi _ 1 '' ur ( <a�p 5 « 1 R, r 73it, 0 ..., '1. PI w _A, _ s ,, .. . . .. ,,,,, , ,.. i , . , 0 , ....,,,,... sc,,ie . .._.„,„ 0 4 *k �'� . p1 ASTER AVE � � � ' . . . ' D ZZ -g- -R! �. G 0Z ti , y' ;, :'•••=• ....1,,7.,. * . z _< '' lif..4., Or* 2,.,-,.., ,,,1:, (I) < j --mnrmartavr• , -0mC :moo } O ' 41111If? E'0„- t 4. .m . 11*, 1a u > S0 .- '0 n , , . fro- ,,a. I r c'" '-3 n . eir„ _ ,I ,1„ ,,,k‘' 211111, Z ilk ti I P .. ... !--1 ,r o IlLikm q�`�� O Oz W N o a, s> N SIDEWALK DETOUR NOTES: J. x . '� I i ..,, _%k,_ 4 1. USE SUDAS SIDEWALK DETOUR 8030.117 " ~ 7.0, . ° _, +� }• ill FOR LAKESIDE DRIVE. �- ? - 5 r. ' c • �"1 ?Oil AY27 iti II- .3Q 0_ 40 mmeilimi " ,.'^ VA Q ,. ,. < tl , ;RE , 4 ,$ # ,. n • -, - - ra` '"1:1::t .... �r { j} t� - - Je e d . i s _„_.u�.. —,_ tl At °», j j ` • i Ei -. 'tot I T 31 � ` ( )' ' t-• SS) S')) - ! / LAKESIDE DR — .44 milliwi/11111111/ La , - Gilt _ ` f sls r o 10 vim = ' 4 •-` rq�� $ ry >n - i..� + / ' 1 N -- '-7fi .< ,,. ! _. ♦ t.Vie'. __ - •`s' _ 3 4 �& f Lill „A • —, 4 • Q .4i) Ao a >Q j 5 a m e j N • �Y r .~ v .'� . Yr Q 1 3I /I 4. a. I • ' r ,�, may: .a , b. : pMj CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE TRAFFIC CONTROL& SHEET NO. a. 410 E. WASHINGTON ST. J.03 M IOWA CITY, IOWA 52240 nnN� ANDERSONOBOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER CONSTRUCTION PHASING of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 A C� PROJECT NO. 219008 REPLACEMENT PROJECT PLAN J.03 N MATCH EXISTING �_ -a_ TOP OF CURB TOP OF CURB TOP OF CURB MATCH EXISTING IF TOP OF CURB NORTHING: 601399.40 NORTHING: 601399.66 NORTHING: 601399.92 ORTHING: 601399.14 FASTING: 2186354.52 FASTING: 2186374.68 EASTING: 2186394.84 MATCH EXISTING / INc21835 NORTHG: 601398.39 0 5 FASTING: 2186334.36� ELEV: 685.81 _ _. _._ immi ELEV: 685.38 -- I I MATCH EXISTING 702 MAY 27 .EAST NNORTHIGG 2186394.85 <� CITY CLERK ELEV: 684.69 0 IOWA CITY, IOWA b fr NORTHING: 601390.68 MATCH EXISTING 1 NORTHING: 601390.43 TING: 2186374.69 NORTHING: 601390.18 TING: 2186354.53 ELEV: 685.02 'KT_2' OR '"BT-3' FASTING: 2186334.36� 'KT-2' OR '"BT-3' ELEV: 685.27 'KT-2' OR '"BT-3' , ELEV: 685.51 MATCH EXISTING NORTHING: 601390.93 EASTING: 2186394.85 ELEV: 684.78 SEE SUDAS FIGURE 7010.101 ON SHEETS U.05 AND U.06 FOR JOINT DETAILS (TYP.) o 0 0 Ix CJI U NORTHING: 601381.35 2186354.53 1ASTiNG: LEV: 685.33 NORTHING: 601381.58 MATCH EXISTING I TING: 2186374.70 NORTHING: 601381.11 ELEV: 685.13 FASTING: 2186334.25-V 'KT-2' OR '"BT-3' 'KT-2' OR '"BT-3' KT-2' OR '"BT-3' • ELEV: 685.54 8" SS 8" SS 8" SS 8" SS MATCH EXISTING NORTHING: 601381.81 EASTING: 2186394.64 ELEV: 684.92 o 0 � U ig 0 NORTHING: 601372.61 TING: 2186374.70 MATCH EXISTING TING: 21 6354.54 : 685.06 NORTHING: 601372.17 NORTHING: 6 1372.39 ELEV FASTING: 2186334.31\ 'KT-2' OR '"BT-3' ELEV: 685.3_ 'KT-2' OR '"BT-3' KT-2' OR '1BT-3' • ELEV: 685.54 MATCH EXISTING Ii NORTHING: 601372.82 a EASTING: 2186394.72 ELEV: 684.82 N 0" O 0ce 0 U cs, �' CD MATCH EXISTING NORTHING: 6�1364.09 NORTHING: 601364.31 MATCH EXISTING CN MATCH EXISTING NORTHING: 601364.52 NORTHING: 601363.88 TING: 218 354.54 NG: 2186374.71 Lo NORTHING: 601363.84 FASTING: 2186334.23 ELEV: 685.16 ELEV: 684.92 EASTING: 2186394.87 FASTING: 2186330.64 ELEV: 685.40 ELEV: 684.68 ELEV: 685.47 • O o NTOP OF CURB cn TOP OF CURB TOP OF CUR EASTING: 2186374.71 MATCH EXISTING NORTHING: 601363.54 •RTHING: 601363.30 NORTHING: 6 1363.32 ELEV: 685.28 TOP OF CURB U) MATCH EXISTING EASTING: 2186352.11 EASTING: 21 6354.54 NORTHING: 601363.7. 00 TOP DF CURB \ ELEV: 685.61 ELEV: 685.5 o EASTING: 2186394.8:. cr, NORTHING: 601363.0. 'o ELEV: 685.•• - FASTING: 2186330.65 o ELEV: 685.86 NOTE: i ALL ELEVATIONS ARE TOP OF SLAB UNLESS OTHERWISE NOTED. cn CLIENT: CITY OF IOWA CITY t DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE DRIVEWAY, SHEET No. a 410 E. WASHINGTON ST. tircegt, K•01 Q- l I k ANDERSON sOGE�r DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER INTERSECTION& of IOWA CITY, IOWA 52240 rn�orq NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 A CNN PROJECT N0. 219008 REPLACEMENT PROJECT JOINTING DETAILS K.02 1 _ $ 1 E D z 1 ra -IJ 0 5 Nil MAY 27 AM 11: 30 SS 10" SS 1D ss 10•• Ss 10•• SS 10•• SS 10• SS-�10• SS 10" stkTX 02E less ,o ,0 - I ,. I IOWA CITY. IOWA 0 NORTHING: 601363.30 EASDNG:_2186359.1 ELEV: 685.61 NORTHING: 601353.37 NORTHING: 601330.73 NORTHING: 601364.04 EASTING: 2186349.2 NORTHING: 601349.40 EASTING: 2186349.1 ELEV: 686.04 TING: 2186349.29 FASTING: 2186349.57 I MATCH EXISTING ELEV: 685.23 ELEV: 686.09 ELEV: 686.54 - NORTHING: 601314.94 _ EASTING: 2.186352.42 • ELEV: 686.92 -6.46% TOP OF CURB I NORTHING: 601363.26 EASTING: 2186349.11 ELEV: 685.40 w I -) c- _ w-r .f- •.. NORTHING: 601363.96 EASTING: 2186341.62 -3.50% I ELEV: 685.32 w W I .. MATCH EXISTING TOP OF CURB .' NORTHING: 601314.87 NORTHING: 601363.18 EASTING: 2186341.39 FASTING: 2186341.62 -••1 MATCH EXISTING ELEV: 687.60 ELEV: 685.49 _ NORTHING: 601330.73 NORTHING: 601363.88 MATCH EXISTING EASTING: 2186339.87 EASTING: 2186334.2 ELEV: 686.96 ELEV: 685.40 NORTHING: 601349.23 EASTING: 2186338.19 ELEV: 686.22 a UD -6.63% N MATCH EXISTING a; NORTHING: 601349.23 O EASTING: 2186334.21 SEE SUDAS FIGURE 7030.101 ONIli MATCH EXISTING ELEV: 686.27 1 SHEET U.07 FOR DRIVEWAY DETAILS TOP OF CURB i NORTHING: 601363.10 NORTH NG: 601353.14 NI FASTING: 2186334.11 EASTIN : 2186334 ELEV: 685.58 ELEV: 86.24 3 Go 0 o __ 0 y N u) L N CO 0 0 o NOTE: a , \ ALL ELEVATIONS ARE TOP OF a SLAB UNLESS OTHERWISE NOTED. Pe)"' / / CLIENT: CITY OF IOWA CITY : t DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE DRIVEWAY, SHEET NO. 0_ / / 410 E. WASHINGTON ST. S'T=' ` K•02 m / ANDERSON BOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER INTERSECTION& OF IOWA CITY, IOWA 52240 o,y u/ NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 'A GCN PROJECT NO. 219008 REPLACEMENT PROJECT JOINTING DETAILS K.02 MJP339 T:\ACAD\219008\Sheets\9008_Q.dwg 5-26-21 09:13:54 AM 444_ ' % itty ra �� - , i' LAKES F tY ARI o tn } 4 // 1� �1 --�/J�+�e��,�+� `r . 1 wFf� d- • • 00 ® i ,• -- — Ash VI R ram'' Y' etn1" ,,,,le,,,/ fit: "r'F` �4fsF" IJ+'"( I e{ I ix " '�. T T O {/� , • , T rl l�I F .♦e • 1. �Y ,•, �J • • I ., S$)'� ={ I g r - - o r nnzz 4 .+ u\ z i _ ;. ; .. ,",., ‘ _ 14, a �Q 11 f'• s h11 I { e- P �� 'N mT. '' S t � ,^�" — r :s"nA.� :I.rlI err .-,.-. ,� ,ti {{ x ' r j ,3et to d f d Y^ 1 '� ♦}y:•;r 11G"-II -fi' i E Y nw1v lam" 11 f1 ° , , , ri4 N ti , ag - -r; ' 0',.):‘ _,,Aft. i' 1, , . 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CONTRACTOR SHALL WORK WITH UTILITY COMPANIES DO NOT EASEMENT (TYP,) col REMOVE SANITARY SEWER �� TO MAINTAIN ELECTRIC AND TELECOMMUNICATION7 DISTURB TREE g SERVICES TO ALL RESIDENTS AT ALL TIMES. REMOVE SANITARY SEWER SERVICE •■ m m . 2. FENCES SHALL BE REMOVED AND SALVAGED. FENCES SHALL BE REINSTALLED ALONG THE UTILITY 62 REGAL LN 60 REGAL LN REMOVE SANITARY MANHOLE EASEMENT FOLLOWING THE GIVEN LOCATIONS ON (SEE NOTE 4) THE F SHEETS. TREE BUSH REMOVAL _i� 3. FENCE DAMAGED DURING REMOVAL SHALL BE m REPLACED WITH THE SAME MATERIAL AND BE o REMOVE AND REINSTALL FENCE x moms INCIDENTAL c 4. ADDRESS 60 REGAL LN IS A DAYCARE, COORDINATE -� j i REMOVE FENCE � � WITH HOME OWNER TO MAINTAIN SANITARY SERVICE S/// THROUGHOUT DAYTIME HOURS. Po CLIENT: CITY OF IOWA CITY , DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. a 410 E. WASHINGTON ST. 1-4 R.O1 IOWA CITY, IOWA 52240 ANDERSON��B06ERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER REMOVALS OF NO. REVISION DESCRIPTION nPPRovED S TE PHONE: (319) 356 - 5000 'k'A c�'< PROJECT NO. 219008 REPLACEMENT PROJECT R.08 1 t Fit j v) PROTECT 2409 NEVADA AVE ?..?'"2-114) TEMPORARY CONSTRUCTION 2415 NEVADA AVE TREE 2421 NEVADA AVE 0 mnimiumil0 EASEMENT (TYP,) PROTECT U!TY CLERK _ 1 _ _ _, i_ _ _ —7- — _____IPLAY SET ►°WA CITY, low, L IF p— x PROTECT x x I PROTECT EXISTING TREE PROTECT EXISTING /BUILDINGPROTECT EXISTING BUILDING I BUILDINGI PROTECT PCC SLAB x I x N x re -.(B E BY ' e�-(E-8)- (E_B T-Br---(T-B) -re-1)-_ REMOVE I ® 0 - -(e ) ) ---(E-B T-Br---0--er---(T-Br-- ( --03 0_ B 3)- ( 3 ) ` Bk -��_ E_g BRUSH PILE �( } (T-9}---'(T_8N---(1- ---(T-B-(--- (E-8 r re-3�B �' LI _-(9- _ - B 8_3 ❑ I (T_LEI_-'�(T_B?'.___(T_g) Bk(T_g)____(T_g)____(T_B)____ (E-B�E-B) fB-3) (9-3) (B'1)-_f9 B_3 ------•B-3, a 3r— �' B7- �g� _ (9-3)-- - �� CLe) -11 ---a-e)--- + .0——( -— e-il---=---(Bi)-—-(e-1)—--(ate —-1a�)—�e.1L---(e-i.)-z_--(B-U----(9-1J----(s `B)- REMOVE BRUSH PILE n er ('Br (T-B)—(a-,)_ l (a-t)---- (e ll- (a 1) (a L)-- (e i) (e 1) (e A <B il 08 (e i)-- fie- --( _( 6: I I X el x �� x ��E,�i(• 6S `r1 l • r SS-011� -1� S" i(56 ITMI A�- SS-A —� Se)A ZA X x -x-wili r 1 f I ( -------_,...,„„,_ I I II PROTECT rn a) TREE IRI-r-) I 0 I LEGEND N J I }— PAVEMENT REMOVAL ilij5611101 eV SIDEWALK REMOVAL � �� I PROTECT TREE on 60 REGAL LN I ABANDON SANITARY SEWER — ss-A —ce (SEE NOTE 4) I —.....;� DO NOT DISTURB PAVERS ca REMOVE SANITARY SEWER mss. .. NOTES: / 0 1. CONTRACTOR SHALL WORK WITH UTILITY COMPANIES TO MAINTAIN REMOVE SANITARY SEWER SERVICE ■ — — — ■ ELECTRIC AND TELECOMMUNICATION SERVICES TO ALL RESIDENTS 58 REGAL LN o AT ALL TIMES. REMOVE SANITARY MANHOLE 2. FENCES SHALL BE REMOVED AND SALVAGED. FENCES SHALL BE co REINSTALLED ALONG THE UTILITY EASEMENT FOLLOWING THE 2 TREE/BUSH REMOVAL -/\/\/\/-- GIVEN LOCATIONS ON THE F SHEETS. 56 REGAL LN N 3. FENCE DAMAGED DURING REMOVAL SHALL BE REPLACED WITH REMOVE AND REINSTALL FENCE x ii. THE SAME MATERIAL AND BE INCIDENTAL. o 4. ADDRESS 60 REGAL LN IS A DAYCARE, COORDINATE WITH HOME - REMOVE FENCE mna OWNER TO MAINTAIN SANITARY SERVICE THROUGHOUT DAYTIME HOURS. ED NI / / CLIENT: CITY OF IOWA CITY a } NEVADA AVENUE SHEET R.02 410 E. WASHINGTON ST. {T-,� DRAWN BY: MJP APPROVED HY: JCD l IOWA CITY, IOWA 52240 0, r ANDERSONOB06ERT DATE: OS/07/21 SCALE: SEE BAR SANITARY SEWER REMOVALS of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 '4 cCN PROJECT NO. 219008 REPLACEMENT PROJECT R.08 I PROTECT �' TREE ��) PROTECT TREE MI� C �� L 2421 NEVADA AVE 0 1 0 nil MA 7. A�l�tt� 30nimi LY TEMPORARY CONSTRUCTION '--- PROTECT EXISTING EASEMENT (TYP,) CITY CLERK BUILDING - 2427 NEVADAJ/�i'/� CITY. 4 0 {A 2433 NEVADA AVE PROTECT EXISTING I I PROTECT — 1 ___ ___T --1--- BUILDING x �` TREE 7- SS x "LI( NfIx x-_.-) ..I....._ x ---+r X K- X -»-- I- ...i..._-)(: -><.-...)ate + x _.x-_.-x-...... I (9 L)`---(B-a----(e-il----(8-1)----(e-i)----(8-1)- I--(8-0----(a-i)----(B-A----(a-il ---(a-il----(8-.0----(8-il--- -il----(8-1)----(a-il----(e 1) -- ---(T-B)----T B - -(T-B)----(T-8)----(T-B)----(T-B)----(T-B)-- -(T-Bl-- (r- _.(a-1)- {0_ _ tlio)-. —_(e-3) (: 3) 3( B R��E TRH (8-,-lei a-3) (e-3)- (8-3) (e-3) (8-3) { (8-3) (8-31 -(8-3) (8-3) (e-3) 8-3) (8-3) (e-3) ----(E-8) --(E- (E-B) (E-8) (E-B) (E-8 -(e Jam. - - .....__ (e 1) .9„,. 8-0 _(e-L). -_03_,)-- TB- - -(EZ) - B- _-{a-)---'6-1) --(ems----(3-0----(B-1)-�-(a-A----(e-il----(8-4 e-i> (e-E) (e il �e-il (B il 8-1)-- ONTRACTOR TO (T-B) (T-8) (T-8) ... (T-8) (T-8)- -(T-B) •(T-BY -(1. REMOVE BRUSH PILE ", --- till » s�i�tlle�� x ue�w�wi _��-x momommix Imomm-aF mommiNE-x.411111.-x=imoollmilimR-cx 1ociniamm-7F-mommumnR F7E wit if= iT�# ��=>��•iE x--mi x- iiiiiiiiiiiimm mai -x-- IimAo IK L REMOVE LANDSCAPING Ix PROTECT TREE a II PROPERTY OWNER TO a /� El ('I' REMOVE ARBOR ARCH I TRELLIS DURING I LEGEND �11 CONSTRUCTION N J PAVEMENT REMOVAL ililileillili2 I u) SIDEWALK REMOVAL Viri�� 4 DO NOT DISTURB TREE ABANDON SANITARY SEWER — SS-A - ° �� I REMOVE SANITARY SEWER � 56 REGAL LN PROTECTC ODSHED 1 REMOVE SANITARY SEWER SERVICE ■ m on on . NOTES: 52 REGAL LN 54 REGAL LN 1. CONTRACTOR SHALL WORK WITH UTILITY COMPANIES TO REMOVE SANITARY MANHOLE MAINTAIN ELECTRIC AND TELECOMMUNICATION SERVICES TO c, ALL RESIDENTS AT ALL TIMES. 0o TREE/BUSH REMOVAL 2. FENCES SHALL BE REMOVED AND SALVAGED. FENCES cn SHALL BE REINSTALLED ALONG THE UTILITY EASEMENT REMOVE AND REINSTALL FENCE x FOLLOWING THE GIVEN LOCATIONS ON THE F SHEETS. 3. FENCE DAMAGED DURING REMOVAL SHALL BE REPLACED o i REMOVE FENCE moommxx WITH THE SAME MATERIAL AND BE INCIDENTAL. oe M / / CLIENT: CITY OF IOWA CITY -t DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET N0. n / 410 E. WASHINGTON ST. � = R.03 / / IOWA CI `1 ANDERSON BOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEVER REMOVALS OF CITY, IOWA 52240 154•nry NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 '.1 G�ar� PROJECT N0. 219D0B REPLACEMENT PROJECT R•08 I I I ilk J\P PILED ILEQ ..J 2433 NEVADA AVE I 2439 NEVADA AVE PROTECT p 10 _�= T S PROTECT I TREE ILL �� 1071 MAY 27 AMU: 30 _c„,..1.),. CITY CLERK _ T__ IOWA CITY. IOWA --F _ _ _ _ _ — 2445 NEVADA AVE r TEMPORARY CONSTRUCTION I )7PROTECT BUSH EASEMENT (TYP,) I 1"1I 1111 1. N REMOVE EXISTING LANDSCAPING x �1- x .■�� x ems: �..x >F x x ��x �c �. X a� REMOVE TREE r'" I ((T--a=-- -(T B)-- -(T-B)----(T-B)-'- -(1-B)----(r-B)----(r-B)-- -(T...B)-----(T-8)- -'-(T-B)-'_ -(r-B)- --(r-B)----(T-B) --(r-B) -(r-B)----(T-B)—---(T-B)----(r-B)----(T-B)----(T )- ..--(T-B)._......-(r-B)-----(r-B)...---(r•-B)- --(r-B)----(T-B)- '---(r-B11 --(r-8)- --(T-B)- ---(r-B)--- r-e--- r 0 I /(7k...._%/.i. x lib (E- _._{E B).- .___.__. _ (E:..B)..._- (E-B) (E-B .----.--(E-B) (E-B) (E-B)..._.___ --....(E:.-R)-.- .. .___ (I-'-E ._._. (E-B) (E-B - (E.-B (E-B) (EA) (E-B E-8) (Ef-B1 (E-B) (E-8) (E-B (E-B) (E_.B)- ' iL��(.._ --(T-B)-- - (T-B)- - ' -(T-B)... - -(I--B)- -_---(T-R)---.._..-----.-(T-B)- (T-B)... _-_. -(T-B)----(T-B)----(T-B)----(r-B)----(r B)----(T-B)- o-Bl cT Br (r_: ( e) -(r B (-B) (T-B) -(T-B)... -(T-B)----(T-B)----(T-B)--- -Bl----(T-B- -(T-B) ( ' 11011i ■ 'M" X-11.1..9E-MM111111M-31-1111MMM -4E.011/ f4(=mimm-Xx vF ._x' _.--X i=1..■•_X X-'•—x — x —,x_-+• i ---' PROTECT TREE 1 ---14) I PROTECT Q x EXISTING o BUILDING PROTECT I I o TREE LEGEND _I L_ - PAVEMENT REMOVAL ��j��; -� �- N I LO SIDEWALK REMOVAL 52 REGAL W PROTECT EXISTING BUILDING--13 ----- ABANDON SANITARY SEWER — SS—A— I .�DO NOT DISTURB TREE co REMOVE SANITARY SEWER imssim 0 0 N REMOVE SANITARY SEWER SERVICE ■ ■ NOTES: 50 REGAL LN 1. CONTRACTOR SHALL WORK WITH UTILITY COMPANIES TO REMOVE SANffARY MANHOLE MAINTAIN ELECTRIC AND TELECOMMUNICATION SERVICES TO ALL RESIDENTS AT ALL TIMES. co 0 TREE/BUSH REMOVAL 2. FENCES SHALL BE REMOVED AND SALVAGED. FENCES 48 REGAL LN °' SHALL BE REINSTALLED ALONG THE UTILITY EASEMENT o REMOVE AND REINSTALL FENCE x FOLLOWING THE GIVEN LOCATIONS ON THE F SHEETS. 3. FENCE DAMAGED DURING REMOVAL SHALL BE REPLACED ci i REMOVE FENCE �na� WITH THE SAME MATERIAL AND BE INCIDENTAL. M / / CLIENT: CITY OF IOWA CITYNEVADA AVENUE SHEET N0. DRAWN BY: MJP APPROVED BY: JCD a / 410 E. WASHINGTON ST. �' R.04 m IOWA CITY, IOWA 52240 0 ANDERSON BODE' DATE: D5/07/21 SCALE: SEE BAR SANITARY SEWER REMOVALS OF NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 k'A 0.� PROJECT N0. 219008 REPLACEMENT PROJECT R.08 1 /-- c DO NOT DISTURB TREES A ,..'ll'iikE D PROTECT — )) TREE 2445 NEVADA AVE 2503 NEVADA AVE �,.a�t/� '�; AM�I. 3� :— 10 NPROTECT TREE i-- .1;1 CITY CLERK 2509 NEVADA AVE ;� IOWA CITY. 10WA —/ St�, — — — > — — I ,ii.\,__ky TEMPORARY CONSTRUCTION x EASEMENT (TYP,) PROTECT EXISTING REMOVE BUILDING SATELLITE g. — — x DISH R ` PROPERTY REMOVE BUSHES/VEGETATION OWNER REMOVE TREE STUMP - 'x+' I T-B)----(T-B)----(T-B)----(T-e)----(T-B)--::dT_5 - -(T : j: _1 (T-B)-- B)----(TBr- -(T-B)-- T-Br---(TBr---(T-B) r -a-B --(T-Br---cr-e)-(rB ( BT-Br crBl- cT Br Br (T Br cT Br-- -- (E- (E-e ) (E-e) (E-e) (E-B) (E-e)- . _ ' E-B)--�_{9�A-- rter(E-B) (E-B) (E-B� (E-aj (E-Bj (E-Bj (E-B) (E-B `E c'''... O T ---T_B----(T-B)----(T-B)--- T-B)-'-'(T-Br''-(T-B)----(T'B)-- (T-B) T e T B .._.. (T B),.. .,t.. _T B) T e T B T T T B T __(_a)____(T_B)____(r_B)____(r_B)___ _B)____(T_e____(T_B)____(T_B)____(T_B)- -.,- � �_.l____(T_B)____(T_; � re li 1 __S--,T11101=VNINIIIIMMTNIMMIMMIISSIM=MIIMEL WOW. — x x ommoomme x - x PROTECT EXISTING BUILDING10 x REMOVE BRICK PLANTERS '� z 0 ?I! I PROTECT ESTING IFS CVI PAVEMENT REMOVAL j�Irealri1 NJ n SIDEWALK REMOVAL r•• . mi DO NOT DISTURB TREE A x ABANDON SANITARY SEWER — SS-A — DO NOT DISTURB TREE i 81 REMOVE SANITARY SEWER Emimssismi 48 REGAL LN o REMOVE SANITARY SEWER SERVICE ■ nil um — ■ NOTES: 46 REGAL LN 44 REGAL LN / 1. CONTRACTOR SHALL WORK WITH UTILITY COMPANIES TO f REMOVE SANITARY MANHOLE MAINTAIN ELECTRIC AND TELECOMMUNICATION SERVICES TO - ALL RESIDENTS AT ALL TIMES. TREE/BUSH REMOVAL 2. FENCES SHALL BE REMOVED AND SALVAGED. FENCES °i SHALL BE REINSTALLED ALONG THE UTILITY EASEMENT -El- REMOVE AND REINSTALL FENCE x FOLLOWING THE GIVEN LOCATIONS ON THE F SHEETS. 3. FENCE DAMAGED DURING REMOVAL SHALL BE REPLACED i REMOVE FENCE =MEI100( WITH THE SAME MATERIAL AND BE INCIDENTAL. h / I CLIENT: CITY OF IOWA CITY ` DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO a 410 E. WASHINGTON ST. �'•Qrt R.05 =- ANDERSONOB06ERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER REMOVALS OF / IOWA CITY, IOWA 52240 nroorA NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000_ -VA CC PROJECT NO. 21900E REPLACEMENT PROJECT R.08 --L.Qr.._ -,_-, FtL ED 'k 2509 NEVADA AVE 2515 NEVADA AVE 2521 NEVADA AVE 0 10 ?V21 HAY 27 A1111: 30ii PROTECT TREE CITY CLERK IOWA CITY. IOW's —PROTECT TREE �JJ I TEMPORARY CONSTRUCTION PROTECT GARDEN <�s�\ EASEMENT (TYPO 0 I- REMOVE BUSHES REMOVE BUSHES/VEGETATION AND VEGETATION ALONG FENCE *,� -- �. /♦ _ •I- xxx.�x)a�)000 xx 798( -x simmumma x inosm... x .......... x alimax x I k---(r-B)----(r-B) (T B) (T B) BY R-B) ( B T % ) ( 8)----(T-B)----(1.-eh---(r-B)----(T-B) I TELE-D TELE-D TELE-D -- TELE-D TELE TELE-D TELE-D 0e j (E-8) (E-ej (E-B) (E-B) (E-B) :::_ (E-B) E8) E-B) e) (E-B) (E-B) (E-a)- -------(E-8)— (E',- -- -..0.,,„,,_--B) .5-0- By-- r 7 B T B -r 81 (T-B)-- -(T-B)--- B)-- -(T-B)----(T-B) �-'TELE-D T• E-D TELE-D . TELE-D -D TELE-D imoim I. (-Nf ----j)I) L f\ '�_REMOVE EXISTING IBUILDING x IPROTECT { PROTREE SN PROTECT TREE )_/ .,.� EXISTING PATIO o Cri ‘In LEGEND REMOVE EXISTING AWNING_1111'---5:/. SALVAGE TO OWNER FOR j, _ PAVEMENT REMOVAL j��eddardr 1 _ — REPLACEMENT AFTER RESTORATION NI j) SIDEWALK REMOVAL � _ A a PROTECT EXISTING SHED _REMOVE AND ABANDON SANITARY SEWER — ss-� — REINSTALL PAVERS ol 44 REGAL LN REMOVE SANITARY SEWER �ss� 0 y REMOVE SANITARY SEWER SERVICE ■ — — — ■ NOTES: 42 REGAL LN —41/._REGAL_.LN 1. CONTRACTOR SHALL WORK WITH UTILITY COMPANIES TO i REMOVE SANITARY MANHOLE x MAINTAIN ELECTRIC AND TELECOMMUNICATION SERVICES TO coALL RESIDENTS AT ALL TIMES. o TREE/BUSH REMOVAL 2. FENCES SHALL BE REMOVED AND SALVAGED. FENCES SHALL BE REINSTALLED ALONG THE UTILITY EASEMENT o FOLLOWING THE GIVEN LOCATIONS ON THE F SHEETS. REMOVE AND REINSTALL FENCE x a 3. FENCE DAMAGED DURING REMOVAL SHALL BE REPLACED i REMOVE FENCE ,oa� WITH THE SAME MATERIAL AND BE INCIDENTAL. m M / / CLIENT: CITY OF IOWA CITY t NEVADA AVENUE SHEET NO. [L / / _-�^ DRAWN BY: MJP APPROVED BY: JCD 410 E. WASHINGTON ST. � �z R.06 3 / / IOWA CITY. IOWA 52240 CI,V./� ANDERSON BOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER REMOVALS of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 'A C� PROJECT NO. 219008 REPLACEMENT PROJECT R.08 DO NOT DISTURB TREE r- FILED n 2521 NEVADA AVE 7 N A AVE 10 ni, mA Y 21 2533 NEVADA AVE ERK _ TEMPORARY CON �(Ctc Y. IOWA EASEMENT (TYP;, lill I \ i x PROTECT___\ TREE r ----!')‘` xi „I. L----,. i„,-, __ --- ---------- xIMMINEMMxIMM111111111111x1110111111MMMx_ x11/ . x 111111•1111X =111111111111111111111x XIIMMIx11•1111111111* xlin xINEMOMO.NOIx11.1111111M11.111,* xx ,.11•11111INIMI-x-111111111111xRENBM/*acEINEIMmIli•x _.....___......._...__— TELE-D ---_- TELE-D TELE-D TEL D TELE-D TELE-D ..._.__......._.._....__ TELE--D -- TELE-D TELE-0 TEL ��//J --- TE _IJ _....................__--_—_—_— -(E-B ._--(E-B) -......_.......{ _E8) (E-B)-..._ ...TEBt- (E-B) (E-B) ( J\ - --(E-B) (E-B) (E-B) (E-B) (E-8) (E-B) (E-B) (E-B) (E B E-B ;Y- - E-8) (E- ) (E-B)- '...B)_.......___._._-____.-__-._---(E-8) ff.) 1 b III _x--�.. x- x--� _L - _ _ i ---- TELE T�...- .u--�-X,•-miimmaria X- ç — TELE_D TELE-D /TELE-D TELE-D -- - TELE-D TELE- TEL D 1 IIIIMENImmss=monismss1mimi1ss SSOIMPOMOMINI=i1111 IIIMISS )\ ,_r I' l j&- -r - - •r r'S fJ ti'� ,1? CONTRACTOR TO SALVAGE LILAC / t ____ i BUSH ROOT TO HOME OWNER C'i ...-- .- F.2 ,; L REMOVE EXISTING \ _ / BUILDING a REMOVE EXISTING / ro LANDSCAPING / Cri \..\. ,_„„ 6,- _ ________... REMOVE AND / LEGEND I REINSTALL PAVERS / v N / PROTECT TREE PAVEMENT REMOVAL reiNNEWES1 �' REMOVE EXISTING AWNING / 38 REGAL LN SIDEWALK REMOVAL k . . .4 I SALVAGE TO OWNER FOR / 0 42 REGAL LN REPLACEMENT AFTER RESTORATION 40 REGAL LN / ABANDON SANITARY SEWER — SS-A — o / REMOVE SANITARY SEWER .ssm 0 N 2 DO NOT NOTES: �\ DISTURB TREE 1. CONTRACTOR SHALL WORK WITH UTILITY COMPANIES TO REMOVE SANITARY SEWER SERVICE ■ ■ / MAINTAIN ELECTRIC AND TELECOMMUNICATION SERVICES TO REMOVE SANITARY MANHOLE coALL RESIDENTS AT ALL TIMES. o / 2. FENCES SHALL BE REMOVED AND SALVAGED. FENCES TREE/BUSH REMOVAL -/\/\/\P- cn SHALL BE REINSTALLED ALONG THE UTILITY EASEMENT o / FOLLOWING THE GIVEN LOCATIONS ON THE F SHEETS. REMOVE AND REINSTALL FENCE x — 0 / 3. FENCE DAMAGED DURING REMOVAL SHALL BE REPLACED i / WITH THE SAME MATERIAL AND BE INCIDENTAL. REMOVE FENCE ow• x><ilm rn "' CLIENT: CITY OF IOWA CITY NEVADA AVENUE SHEET NO. -o DRAWN BY: MJP APPROVED BY: JCD 410 E. WASHINGTON ST. 4'QiSP R.07 - 1 I IOWA CITY, IOWA 52240 _Asu,�or� ANDERSON BODE DATE: 05/07/21 SCALE: SEE BAR SANITARY SEVER REMOVALS OF NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 -WA O PROJECT NO. 219008 REPLACEMENT PROJECT R.08 '-‘1;7;3 DO NOT 2551 NEVADA AVE DISTURB TREE , J . �" DO NOT DISTURB TREE 2533 NEVADA AVE itt4%, N- A.,AVE e I R m PROTECT ARE PIT Ifd�t,t: 30 ri._ji:si PROTECT TREE InN at ON PROTECT TREE I PROTECT BUILDING I2/— �S x 1 m 1 1 <S1yrJ ~ x m^ x I i 1 FX X X II IIMq( •� x �� x f.al■�. x if X��■X �■1■ X m i / I TEL 0 - TE -D TELE-D 0 ® , Alk1 2344 WHISPERING MEADOW DR (E-B)- (E- E-B -B}— (E_B 0-1 V •x ��* X--.�-X-ate■-x-- X--11 �■X I� X t1� ❑o -' { '-E-B E-B E-: -ilk <, TELE- TEL D TELE-0 TELE- TELE-D TELE-D a TELE-D L C © w"REMOVE LANDSCAPING � > c ; '.�i r_. WITHIN PERMANENT EASEMENT - , ---------' 1.--' 'it IV a PROTECT TREE N --- I NI LEGEND \______ I PAVEMENT REMOVAL Ei�igaMMOIC N S SIDEWALK REMOVAL b. . . 41 - ABANDON SANITARY SEWER — SS-A- 38 REGAL LN .� 2332 WHISPERING MEADOW DR N I o REMOVE SANITARY SEWER mss 0 REMOVE SANffARY SEWER SERVICE ■ ■ N1. CONTRACTOR SHALL WORK WITH UTILITY COMPANIES TO / E REMOVE SANITARY MANHOLE x MAINTAIN ELECTRIC AND TELECOMMUNICATION SERVICES TO // ALL RESIDENTS AT ALL TIMES. a 411 o � TREE/BUSH REMOVAL _,� ,_ 2. FENCES SHALL BE REMOVED AND SALVAGED. FENCES / - —1J— SHALL BE REINSTALLED ALONG THE U11LITY EASEMENT / m o REMOVE AND REINSTALL FENCE - x FOLLOWING THE GIVEN LOCATIONS ON THE F SHEETS. / a 3. FENCE DAMAGED DURING REMOVAL SHALL BE REPLACED / 0 10 a WITH THE SAME MATERIAL AND BE INCIDENTAL. / REMOVE FENCE � � / mmi / o� pMj / CLIENT: CITY OF IOWA CITY ,` - DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. fa_ f 410 E. WASHINGTON ST. iT� ANDERSONOBOGERT R 08 IOWA CITY, IOWA 52240 „V� DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER REMOVALS OF NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 ''A C- PROJECT NO. 219008 REPLACEMENT PROJECT R.08 N N N FILED I_I►J 0 5 -co isimMiii 1011 MAY 27 AM II: 30 CITY CLERK IOWA CITY. IOW 0_3 >5' MATCH EXISTING NORTHING: 601353.68 EASTING: 2186392.28 NORTHING: 601353.70 NORTHING: 601353.84 ELEV: 685.48 EASTING: 2186376.1 FASTING: 2186388.2 MATCH EXISTING, NORTHING: 601353.37 ELEV: 685.74 ELEV: 685.60 NORTHING: 601353.14 • •STING: 2186349.23 EASTING: 2186334.23 ELEV: 686.04 ELEV: 686.24 - SEE IOWA CITY DETAIL I i�I v I c�I g c�) c�I �I �_ v 7010.301 ON SHEET U.07 FOR I I I I i� SIDEWALK CONNECTION (TYP.) I I I 1 I I I I i MATCH EXISTING NORTHING: 601349.68 NORTHING: 601349.8 NORTHIN : 601349.23 NORTHING: 601349.37 FASTING: 2186376.1 FASTING: 2186388.2.. MATCH EXISTING EASTING 2186334.21 • ING: 2186349.28 ELEV: 685.79 ELEV: 685.6. NORTHING: 601350.10 LEV: 686.27 ELEV: 686.09 FASTING: 2186392.28 �I SEE SUDS FIGURE 7010.101 i ELEV: 685.61 _ N ON SHEEtS U.05 AND U.06 ii - m FOR JOI DETAILS (TYP.) U `- „.1\ i, i 1 o 1 m msi I :,„si„, \l, ,ILt m w N 'mW, 1 1f,n I 17' ml 4 � ? p \.j$ (SSIf \/ (SS) r5,1 ns, NSS)- a, / m I m m to - (S� ._._._.._t�5) -..-_. ,5.,__. _ �__ �r i I CO O 1 Itii OO ii) i RI ao I _...7 Q IOf rnj / / CLIENT: CITY OF IOWA CITY ' DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. 0. 410 E. WASHINGTON ST. ! *�==�' ANDERSONOBOGERT DATE D5/07/21 SCALE: SEE BAR SANITARY SEWER SIDEWALK DETAILS OF S.01 IOWA CITY, IOWA 52240 nru or NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 'A 0 PROJECT NO. 219008 REPLACEMENT PROJECT S.01 Hi En 70t1 MAY 21 Ali I I: 30 CITY CLERK In WA CITY. IOWA NOTES: 1.REFER TO THE CONTRACT DOCUMENTS FOR SPECIFIC MATERIAL AND PLACEMENT REQUIREMENTS. LEG E N D 2.CONSOLIDATE AND MODERATELY COMPACT BY SLICING WITH A SHOVEL OR USING OTHER APPROVED TECHNIQUES. CLASS I BEDDING MATERIAL 3.COMPACT TO AT LEAST 65%RELATIVE DENSITY. 4.PROTECT PIPE,ACCESSORIES,AND APPURTENANCES DURING PLACEMENT AND COMPACTION OF CLASS II BACKFILL MATERIAL BEDDING AND BACKFILL MATERIALS. OVER-EXCAVATION AND KEY: FOUNDATION STONE OD=OUTSIDE DIAMETER OF PIPE D=INSIDE DIAMETER OF PIPE PAVEMENT °; •°. TW=MINIMUM TRENCH WIDTH AT TOP OF PIPE=OD+18"OR 1.25XOD+12^(WHICHEVER IS GREATER) SUBBASE d=DEPTH OF BEDDING MATERIAL BELOW PIPE °.• UNDISTURBED EARTH A-n l��•AA_ , IF SUBGRADE TREATMENT IS SPECIFIED, `'N ' Li r•R •�s� • �i •'4! 1 �:•i .•4,1.• • ►•:• • t�•��i% *""-.-. • • •. i �:• • i� • • •�a •-•_,..._ • I�� 2'MINIMUM OF SUITABLE CLASS III/IVA/ •• • • �• ••�• • • • • • • •-• • • IVB BACKFILL MATERIAL TO BE USED ,�, •/ io • �• a t• •i • I:� •A • •�Al INSTEAD OF CLASS II BACKFILL MATERIAL BURY DEPTH / `•�•�• •ip • 4•r•- • ,s..�4• .•-rr •if fi.-•��' .``-� 44.t• FINAL TRENCH BACKFILL !' .•'zip!'•''•' •:rip•'• ' COMPACT TO AT LEAST 95%STANDARD fir-._✓.-..-..-:•_.•_` • 0 7 / �, •.•�•�•_•_• •� � PROCTOR DENSITY UP TO THE FINAL ONE 11•=•_IP400- •.• y,/. FOOT.THE FINAL ONE FOOT SHOULD BE \.<< OD ."- • COMPACTED TO AT LEAST 98%STANDARD PROCTOR DENSITY. \ ---- - \-- 12"MIN SECONDARY BACKFILL,SEE NOTE 3 a OD/2 �- 0YPRIMARY BACKFILL,SEE NOTE 3 SPRINGLINE OF PIPE \- HAUNCH SUPPORT,SEE NOTE 2 ro- OD/2 1. PIPE BEDDING 1 \ -\— \ o OD/6 OVER-EXCAVATION c J d 4"MIN \-- AND FOUNDATION STONE,REQUIRED ONLY N "'/ " ""' "' CONSOLIDATE AND MODERATELY WHEN SPECIFIED IN THE CONTRACT COMPACT BEDDING MATERIAL DOCUMENTS OR WHEN DIRECTED BY THE ENGINEER(SEE 3010,2.05 AND 3.01.D) rn v SPECIFIC TRENCH BEDDING AND BACKFILL ZONES 1 IOWA CITY ENGINEERING FIGURE 3010.201 PVC TRUSS PIPE GRAVITY FLOW SEWERS o DIVISION UNDER OR WITHIN FIVE FEET OF PAVEMENT SHEET 5 OF 8 N I) VI co 0 0 O) tV 0 Q U Q a // I CLIENT: CITY OF IOWA CITY SHEET NO. DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE U.01 410 E. WASHINGTON ST. ANDERSONOBOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER STANDARD DETAILS OF S IOWA CITY, IOWA 52240 irLaaNAk NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 A CV PROJECT NO. 219008 REPLACEMENT PROJECT U.1 1 >�A% 7-1 c.0-CNN 10 ON NOTES: 1.REFER TO THE CONTRACT DOCUMENTS FOR SPECIFIC MATERIAL AND PLACEMENT REQUIREMENTS. LEG EN D 2.CONSOLIDATE AND MODERATELY COMPACT BY SLICING WITH A SHOVEL OR USING OTHER APPROVED TECHNIQUES. CLASS I BEDDING MATERIAL 3.COMPACT TO AT LEAST 65%RELATIVE DENSITY. 4.PROTECT PIPE,ACCESSORIES,AND APPURTENANCES DURING PLACEMENT AND COMPACTION OF CLASS II BACKFILL MATERIAL Wilifllyifilill1 BEDDING AND BACKFILL MATERIALS. CLASS III/IVA/IVB SUITABLE f:=IIi-I �IfI� �III!I t_ KEY: BACKFILL MATERIAL OD=OUTSIDE DIAMETER OF PIPE OVER-EXCAVATION AND D=INSIDE DIAMETER OF PIPE FOUNDATION STONE TW=MINIMUM TRENCH WIDTH AT TOP OF PIPE=OD+18"OR 1.25XOD+12"(WHICHEVER IS GREATER) CLASS V BACKFILL MATERIAL ,` ,�`-� `-:��. d=DEPTH OF BEDDING MATERIAL BELOW PIPE (E.G.TOPSOIL) /�X`v\ \V/j„j; \ i I.\tip \`/ \-%\V� `,/ NT"Vim/ \-/ W e.. , N i S \ ,,, i0./die.*ti/jam\,;% .,40,,�\�. ,jam\,4.4.,,,...:0, /�.,(2., \./\�:42,1NR II* UNDISTURBED EARTH )^a te\`' `•i:�\\�%�'�\/i$V4.1;:r//:�\��:\`A.:, %' ee;;;:k7/%�\-\`l:1/4 ra;,1//.\\�/:�\�i,' '�\'r / —/ .i ➢181— — 1 _ = I -� 1 1 —I 11=111= =I 1=11 r—i 1=I l -� TI— I r, i, 4 ICI Iln1 -i Fina1Hi11-ii �I11=111=111 * \ =I H I El 1 I-I I I-I I�I 11=I I EI I El I El 11=1 I EI 1 I-Q , /�G` EI m I -r� Ei l m m i i_1l i 1�i�� FINAL TRENCH BACKFILL 11=I I�I I I�I�I I I-I I (mI I I I \ COMPACT TO AT LEAST 95%STANDARD BURY DEPTH �` —IIIEXHIH I n��' I I " _,',/ PROCTOR DENSITY WITHIN RIGHT-OF-WAY '1 ( —I I El I�I I I�--I I I�Av90% •`� If IIElI=II-IIE1 I=IElI��`vi AND STANDARD PROCTOR DENSITY Ol� I I _�i C^,\,- OUTSIDE THE RIGHT-OF-WAY;OBTAIN P`. �� b _ , A;f REQUIRED COMPACTION WITHIN A SOIL '. )I I 11=)I I v r r MOISTURE RANGE OF OPTIMUM MOISTURE � ,I I. ��II t!!'�_ =�� I I= ��f� TO 4%ABOVE OPTIMUM MOISTURE II-1 .'�i ia"I g ' CONTENT 42 =lin =II I 1P /` 12"MIN : � SECONDARY BACKFILL,SEE NOTE 3 •. a •\ OD/2 \ PRIMARY BACKFILL,SEE NOTE 3 SPRINGLIKE OF PIPE / \ HAUNCH SUPPORT,SEE NOTE 2 c� OD/2 — ED / \ - PIPE BEDDING o OD/6 i�•:� N. �w . ►.45t... }.�. r Y / OVER-EXCAVATION a �� ✓l'��AVc�j/ \ AND FOUNDATION STONE,REQUIRED ONLY up d,4"h), \-*\ N. .�"\ CONSOLIDATE AND MODERATELY WHEN SPECIFIED IN THE CONTRACT 01 ,n COMPACT BEDDING MATERIAL DOCUMENTS OR WHEN DIRECTED BY THE ENGINEER(SEE 3010,2.05 AND 3.01.D) rn SPECIFIC TRENCH BEDDING AND BACKFILL ZONES o f IOWA CITY DIVISION ENGINEERING PVC TRUSS PIPE GRAVITY FLOW SEWERS FIGURE 3010.201 0 IN UNPAVED AREA SHEET 6 OF 8 i 0 N r 0 0 rn N a Q U Q r. a / CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. 410 E. WASHINGTON ST. ANDERSONOBOGERTU.O1 IOWA CITY, IOWA 52240 �__ DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER STANDARD DETAILS OF NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000A C‘ PROJECT NO. 219008 REPLACEMENT PROJECT 1 • 3t 2� t`tit �a1 C` f ,II,l� P ® Place bedding and backfill material as required for sewer main. 10 Place bedding and backfill material as required for sewer main. © Service line slope: 4 inch: 2X to 5% 6 inch and greater. 1% to 5% 0 Service line slope: 4 inch: 2% to 5% © if service riser slope is steeper than 1:1, construct riser of entire 6 inch and greater. 1% to 5% service line with schedule 40 PVC (ASTM D 1785) or ductile iron ROW LINE (AWWA C151, Class 52). Use single length of pipe for riser, if7 LOCATION POST possible. —10.-1 ROW LINE LOCATION POST `N •�� —10'—I I� SANITARY SEWER MAIN � TRENCH WALL �Y y SANITARY SEWER MAIN ,/—� I .9 .� 10' TO 12' TRENCH WALL j� - Al. y �G SERVICE LINE A> //,,A—% 44 SLOPE© �i CAP OR PLUG '!'_ - C ff 10' TO 12' .•� 1,I_r� A. '4. Q� sm.;'Sim_x:�/• TEE OR — 4 ci9 `&4r4V,4 • W SERVICE LINE ,,� fy� • V4 SERVICE LINE SER LICEER \..:.4.� SANITARY SEWER MAIN SLOPE / SANITARY SEWER MAI `� TEE OR ��' =� �� WYE r,• �;• E y\ r-,. �y� A N SLOPE t,,�. ti 74:.i{�j��,�� 4,r:;' ��:l/= :U — -= I*�. Imo' 1k a'>' 41!:,,'•z ^.:z% ?�fi rf CAP OR PLUG S4.rit :*•,\` .f. i.W� dz ��. „. �. ,:z...�y .- `....; *,... ��! .�• CLASS 1 BEDDING MATERIAL p t ;nr.-a :r. CLASS 1 BEDDING MATERIAL ,*N.‹,<!��‹�N�1. m \ SUPPORT BENCH 22.5' TO 45' -r- 18" MIN. 07 p 21-2°C \ z p�zt-ao of mdo § II • + e2• SW-201 m • 22.5' TO 45' SW-201 o t . e e SANITARY SEWER SERVICE STUB FIGURE 4010.201 STANDARDROADPIAN oa� 1 Flamm 4010.201 STANDARDROADPUW SHEET 2or2 O •U7Q awwc MANGO i m i a■naw MAMMAL SHEET 1 of 2 0 ;e + eQ icVva:DIMMED ro I a MOM WOW. N o ` " • , SANITARY SEWER SERVICE STUB WITH RISER Win,-,. �` r^J „. N SANITARY SEWER SERVICE STUB ° SANITARY SEWER SERVICE STUB rn N N 1 co O O Oi N W a, L / co 0 0 co N 0 Q 0 Q cn CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD 0_ / ! ^� t, ANDERSON BOGERTNEVADAITAAVENUE SHEET 410 E. WASHINGTON ST. ':T '� DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER STANDARD DETAILS of IOWA CITY, IOWA 52240 n ar p NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 f'A CC PROJECT NO. 219008 REPLACEMENT PROJECT U.11 V-...) t 1 e►1y�7-1 �C TYPE A L®�` �1�`t C'‘' ,01�1�� TWO-PIECE FIXED CASTING 0C T\ \ TYPE C FRAME NOTES: TWO-PIECE FIXED CASTING WITH BOLT-DOWN COVER 02 SIZE,SPACING,AND NUMBER OF LUGS AND FLANGES BOLT-DOWN MAY VARY. COVER(TYPEC)1 For additional confi urations, maintain a minimum COVER NOTES: Oof 12 inches of concrete between vertical edges ROUGHNESS PATTERN AND TEXT STYLES MAY VARY. of pipe openings. MINIMUM ONE CONCEALED PICKHOLE. SW-601 CASTING0 12 inch minimum riser height above all pipePlo Oopenings. O4 I ti i�I'i~ a Qi ANCHOR THE LOWER FRAME OF ALL w•f ��ADJUSTMENT RINGS ' U -- „- 4- THREE-PIECE CASTINGS TO THE MANHOLE Wil j= �� I • i.,Jl!IJI th 11 STRUCTURE. WHEN SPECIFIED IN THE INFILTRATION " TT�Y CONTRACT DOCUMENTS,ANCHOR THE FRAME \ OF TWO-PIECE CASTINGS TO THE MANHOLE BARRIER 27" DIA.--I LOCATION STATION , / 0 STRUCTURE. IF CASTING FRAME DOES NOT IIlr S\ i INCLUDE ANCHOR HOLES OR SLOTS,DRILL FOUR PRECAST TOP ��nillik q4 , 7/8 INCH DIAMETER HOLES,EQUALLY SPACED till \JP°RKS DE4 AROUND THE FRAME. �� C_.� 02 IF SPECIFIED,FURNISH BOLT DOWN FRAME AND mm �� COVER WITH FOUR 1/2 INCH MINIMUM DIAMETER �� " STAINLESSCREWS. STEEL,CURE HEXV R W TSCREWS, RECESSED CAP SCREWS.SECURE COVER WITH SCREWS, MANHOLE WASHERS,AND RUBBER GASKET SEALS. DEPTH DIAMETER ANCHOR BOLT HOLE 10 FLANGE(TYP) PLAN P LAN II PRECAST RISER SECTIONS Maximum Pipe Diameter® GASKET SEAL (inches) for 2 Pipes At 180° At 90° 1 1/2' Separation Separation 26"MIN ----d . 48 24 18 t 2 PRECAST BASE WITH 60 36 24 — — — —12" MIN. 72 42 30 ' 615/16 CONCRETE INTEGRAL RISER SECTION 84 48 36 a. FILLET 96 60 42 _ .__ 24'MIN di =11111101111111M 1 357/8'MIN FLOWL E ' FLEXIBLE PIPE c� —.. 6" d1111111 CONNECTION (TYP.) 3 p.-2,-20 TYPICAL SECTION N 12" MIN. gini SW-3O1 N m r '$ 1 4�. .0'$ 41'.0 41.E FlGURE 6010.301 STANDARDROADPLAN ° q 1n s 00.••..�'*O':oYs' •*•�!s'.O' s'.O' t'.0', :. :o :_ .o.• :_ .a • _ SHEET 1 or 1 P NEWSOM°+."a° BUMP i°"°m °"A'° AMee`� REMOVED srrvs o CLASS 1 BEDDING L8" MIN. MATERIAL N *UP.*INIQCTCdt DIM0") 0)0!114.64191 I o — TYPICAL SECTION CIRCULAR SANITARY SEWER MANHOLE IOWA CITY CASTINGS FOR FIGURE 6010.601 t SANITARY SEWER MANHOLES j ENGINEERING DIVISION co O O m N / 0 Q U Q EL cn ,q . CLIENT: CITY OF IOWA CITY - DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. a I 410 E. WASHINGTON ST. -,_- L1.04 IOWA CITY, IOWA 52240 nroor ANDERSONOBOGERT DATE: 05/07/21 SCALE SEE BAR SANITARY SEWER STANDARD DETAILS OF NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000 'A C‘'CA. PROJECT NO. 21900E REPLACEMENT PROJECT U.11 Sss Detail C See dowel assemblies for fabrication details. 1 1 ©Saw 'CD' oint to a depth of T/3 ± 1/4"; fir_ o a••o•g' 1 ©See Bar Size Table for Contraction Joints on Sheet Joint Sealant Materia — -� ± Saw Cut saw 'C' joint to a depth of T/4 ± 1/4". •do:$,la• O �_°:a:1°e- _ _JM 2. 4" ± 11" y 09 When tying into old pavement, o^„•.°o.•„•.9 __ - —r ©Locate DW' joint,at a mid-panel location between — • o represents the depth of sound C. 30a Lon Tie Bar future C' or CD joints. Place no closer than 5 Q at 12 Centers 'CD B4O 3 4 7 feet to a 'C' or Joint = OT o•0 _ PLAIN JOINT OOOPlace bare within the limits shown under dowel `` k •O 0 l'r- I DAYS WORK JOINT(Non-working) ® O ° a (Abutting Pavement Slabs) assemblies. I�) Sow Cut • Pavement Edge ©Edge with 1/8 inch tool for leis of joint For HT •O Ole 24" min. joint, remove header block and length when second •0 ,0 ?fl?1 HAY See Detail A or B Header Boa • I slab is placed. Joist Line ck or • •° ••o (@tl t}• .) I Plastic or Tarpaper Wrapped 2 7 +r° L rpape ©Unless specified otherwise use 'CD' tronsve TABtE I' contraction joints o mainline p Use when b BAR PLACEMENT DETAIL A ON J01 •o.•°•o:• •%°•o:•° T3=11- r or equal to 8 inches. Use C joints w�1en (Saw cut formed by conventional 8:0':8,': :8e o:$: (Applies to all joints unless otherwise detailed.) T Solid ITNb lati Oowa`ile Bar Q is less than 8 inches. concrete sawing equipment.) Size 0 ©'FtT' joint may be used in lieu of 'DW Joint at the < B" rTI: t� . I l 8• C'© 30 LonR Tie Bar Header Block end of the days work. Remove any pavement CONTRACTION JOINT at 12 Centers 'f•00 damaged due 3o the drilling at no additional cost i Joint Sealant ��" to Saw Cut ,8" bul 1 f i1p to the ContractingAuthority. Material _< 10" HEADER JOINT Top of Cu • Saw Cut (End Rigid Pavement) Top of Cu Bottom of Saw Cut 1" 1" ± a" %10" 1 i" 1 i" #11 Joint Sealant o •O• Tubular Dowel Bars will not be Top of Sla Material op of r T See Detail A or B Pavement Edge Detail C • 1 t 1 0 •°o allowed for RD joints. 1 1 L . °. slab ;o•- ;o ;o•- 9" • min mind :oe.q:o.o o, �' .boo 006 '°O o' a o: o �r� • l=l o• B,o •a• ° %° ?eog•••o •• 0•6 EL_ •° 08. T Crock or Joint Line ••o• A 018" LongDowe � O O 030" Long Tie Bar 1 C' JOINT IN CURB DETAIL B Hole Diameter i" 2 at 12 Centers at 12" Centers Larger than Tie Bar 18' Long Dowe10 - (Match 'CT', 'CD', or 'C' joint in pavement) (Saw cut formed by approved early concrete 'CD' Q© RD,OOat 12" Centers DAYS WORK JOINTO sawing equipment) DOWELED CO - ON JOINT ABUTTING PAVEMENT JOINT CURB AND GUTTER UNiT LEGEND to �� Joint Sealant Material 1„ ± „ Saw Cut LEGEND To of Pavement • Existing Pavement P O Yith Existing Pavement Proposed Pavement -n , = Proposed Pavement .. See Detail A or B Pavement Edg- 0 Sealant 4" ± a" 9' min.�� 5" min. .'o;'o,e•o. .o•o.o,o 111 2 '°:O•.• .:.° °� ...AR O73 ioR as MI f Saw Cut o 1,. 1" to z+-ncO30" Lon• Tie Bar 0 SW-10152 SW-101 Hole Diameter a' o at 12 Centers Larger than Tie Bar 4" Long ie Bar FIGURE 7010.101 SGiOARDRatDPIAN SHEET s c SECTION A-A Crack or Joint Line F N10101 STWARDROADPIAN SHEET z a e O at 12" Centers. �.,� ,.,,„",�r,„.,,,.�,r�,� (Detail at Edge of Pavement) �, CT 4 rur.+r 1(Fawns. ..+...•�r..irrr C'' TiED CONTRACTION JOINT ABUTTING PAVEMENT JOINT i DETAIL C m RIGID TIE ,.. m . 1 1 q, TRANSVERSE CONTRACTION JOINTS A TRANSVERSE CONTRACTION JOINTS m m See Detail C See Detail E ®Bar supports may be necessary for fixed^ 0 When represents theta depth of old pavement, C. 15 Bars, form paving to ensure the bar remains in ± Saw Cut a horizontal position in the plastic concrete. '.'o':8e o`. TT 30" Long of y{�� -�- - ®Sealant or cleaning not required. o °b^„°.9, _) t 12' Centers o lti5as:.� 1 O ®Sawing or sealing of joint not required. - .° .Q. 'B' 2 ° •. 0• The following joints are interchangeable, rig o•O PLAIN JOINT T subject to the pouring sequence: :0 O° (Abutting Pavement Slabs) #5 Bars at BT-1 , 'L-1', and 'KT-1' T/3 ± 4"- 12" Centers 'KT-2' and 'L-2' •:o.;:o.: o0 KS-1' KT-3' and L-3' O O o °0 •O• [Single Reinforced Pavement (Bridge Approach)] :'o:'9"o:i •� • :0. f in 1 0Detail D-1 O.00 0° 1-.1„ + 1„ or — a,. , D-2, of p t1� T .11 /5 Bars 30" Long at D-3 1. Crack or Joint Lin ' 'Br 0 f 12" Centers i":,o: o:':;. ':'o •.'o ' 0 0 ABUTTING PAVEMENT JOINT - RIGID TiE ;8 Bars at 12" Centers f• • 5 Bars at 12" Centers TIE BAR PLACEMENT See Detail .o••.o,• 'o-_,•.'o•• DETAIL D-1 a 0 Joint Bars Bar Length and Spacing 7 (Applies to all joints unless otherwise detailed.) (Required when specified in the contract documents.) DETAIL E µ ,1 3e" Long at 30" Centers „ 1: ..3 < e" 'BT-1' #5 30" Long at 30" Center, CONTRACTION JOINT ,a" 'BT-2' #5 36" Long at 30" Canters r '1 ° 0D /8 Bars at #5 Bars at _ 0 Joint Bars Bar Length and Spacing KEYWAY DIMENSIONS 0 12" Centers 12" Centers < s" 'L-1' #4 36" Long at 30"Center' Keyway Type Pavement Thickness®T QA QB r Dia. Hole for BT-3 �I 1 KS-2' a 'L-r 3s" Long at 30"C«dars 9 or realer 1 N and BT-4 Joint �" Dia. [Double Reinforced Pavement (Bridge Approach)] 'L-3' 36" Long at 15" Canters Standard g •, Hole for BT-5 Joint ��Fs'j� ± 1' Saw Cut to Saw Cut WfiiRa O Joint Sealant Material T6 Joint Sealant Material — _ Narrow Less than 8" 1" 2" to 9" 15,. 7 •o •Q• .o .Q. I I j See Detail E 'O o' •O °. min. min. D ° O ° • O rn •o -• 0o 0T Joint Bars r Length and Spacing J ° o° 0 •0 • EGEND o _ < 8" .BT-5' #42 ' Long at 30" Centers K7' ®® :j E.stinng Pavement — °'.0 00° k °.. O tj _.sting Pavement NT z 8' BT-3' S 2 " Long at 30" Centers ABUTTING PAVEMENT JOINT - KEYWAY TiE 0 Proposed Pavement 71 0'O •. • 0.0 0 P,opased Pavement 'BT-4' 2 Long at 15" Centers Crock or Joint Line Crack or Joint Line •• .. m OT Joint Bore Bar Length and Spacing "r �„ __m,'r-m j o < e" 'Kr-1' {4 30" Long at 30'' Content 2 DETAIL D-2 DETAIL D-3 See Detail D-1, D-2, or SW-1 01 o SW-1 01 o ? D_3 M—Y 30" Long at 30" Contra FIGIRE 7010.101 STNOARIROADPIAN (R uired when the De rtme t o Transportatkxt (Required whet the partment of Transportation FIgAiE 7010101 STAIOARDROADRAN 0 o See Detail E 1 'it SHEET a s s 'g snot {he �n n ,�u�ho or when is th Contra n Authority, or whe SHEET 4 of e cr-3• 30" Long at 15"Centers MAIM M.,,Mod,�..,..,,...,r.•.Ms specified in thhe uco�itract uments� specified in the �Lontract documents i.��'- -�••�r��' o m .i m 1 'K' f 1 j KEYED JOINT FOR ADJACENT SLABS LONGITUDINAL CONTRACTION JOINTS q LONGITUDINAL CONTRACTION JOINTS a (Where T is 8" or more) a CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. IOW E. WA O 52240 ST. 4..`T�ti� ANDERSONOBOGERT V•05 7 IOWA CITY, IOWA CIt.°r�, DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER STANDARD DETAILS of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 -.i C' PROJECT NO. 219008 REPLACEMENT PROJECT U.11 C1 0 See Bar Size Table for Doweled Expansion �9 Use 18 inch long dowel bars with a tolerance of ± 2" Thru Cu To of Curb Joint Sealant Joints. CONTRACTION JOINTS 1/8 inch. Ensure the centerlines of individual dowels (See Detail / are parallel to the other dowels in the assembly °, ~ Edge with 1 4 inch tool for length o'O�'•o a r� Resilient ® y / of Taint within ± 1/8 inch. Mg 1� Joint Joint Filler 4r indicated If formed; edging not required when cut with diamond blade saw. DOOWEL PLACEMENT Top of '0.;o Filler / ®See Dowel Assemblies for fabrication details and �— 11'-0" ± 4" for 12'-O" Pavement® I ®Use wires with a minimum tensile strength of 50 kai. Slab placement limits. Coat the free end of dowel t s f ;, r CO Details apply to both transverse contraction and (Applies to alljoints unless I .y expansion joints. 1" Nominal SECTION B-B bar to prevent bond with pavement. At intake j otherwise detailed.) � locations, dowel bars may be cost-in-place. �� \-..., / ®Weld alternately throughout. See Detail H JOINT IN CURB i" Joint ©Predrill or preform holes in joint material for �' _ _ _ _! ; _/(View at Back of Curb) appropriate dowel size. s �� ® J rem/ 0.306 inch diameter wire. Wire sizes shown are the F Sealant•o..o°o•o M•t- 'al ®Compact tiro buffinga by spading with a i�'>� 2Tie Wile ®Side Rail b minimum required. ° 0onO1111111111111t r pK Width See--I 4- Top of Cu • 0 exible Foa Joint square-nose shovel. ®Maximum 0.177 inch diameter wire, welded or friction ( Joint Filler %;�� Filler DOWELED EXPANSION JOINTS ds` table below) 'Cr JOINT To• ,.•o ..:0: — i" % PLAN fit to upper side rail, both sides. Measured from the centerline of dowel bar to bottom of Sla• ° TYPE �" Fl Resilient MATERIAL '�� s tU � ®of lower side rail + 1/4 inch. TYPE WIDTH o°:: DETAIL F 1" Resflbnt (J 'go•o-� —•� ED (Detail F) � ti CF-1 2" ••°.' E _ EE 2" Flexible Foam (Dettn F) Spaces between dowel bars are nominal dimensions with a 4" allowable tolerance. ®per lane width, install a minimum of 8 anchor pins —4 1-2" Nominal evenly spaced (4 per side), to prevent movement of CF-2 iF Flexible Foam (Detail 0) 12" 12" 1 z' 12' 12' 12" 12" 12" 1 z" 12" 12' construction. ( assembly during conatru on. Anchor assemblies CF-3 3" �• placed on bypaNe Engineer.or PCC base with devices i 1 I I n j l l l l CF-4 31" JOINT IN CURB IJoint Sealant Material BAR S&T r j,) r r r r I Lio r r r (View at Back of Curb) MOpN ®H dowel basket assembiiea ore required for curbed t ..:..% 4. Plywood or ® pavements, the assembly length is based on the CI ;o,. I , •reseed wood 0 < 8" >B' V - 1D„ Side Rails jointing layout See PV-101, sheet 8. Top of Cu • 1' Thru Curb ';0.; spacer required < 10' ELEVATION See Detail F eailiept I I for 'EF Joint 4" 1i" 11" CO Ensure dowel basket assembly centerline is within 2 Joint Filler Top of Sla• Curb `o; Diameter inches of the intended joint location longitudinally and 'esilient Tubular Dowel Bars will not be has no more than 1/4 inch horizontal skew from end °' ' Match 'Eril Joint Filler DETAIL G Flexible Foam allowed for expansion joints. Top of nit Contraction Joint and Assemby® of basket to end of basket. o%:$'do:: Joint in Slab Joint Filler© Pavement • --II-1" Nominal Pavement �B I LEGEND 'ES' F:"e G• 1 Existing Pavement FIASEPSIACirlarATSE' JOINT IN CURB — r �c (v ) L ,� " Joint Sealant Material �� PaPa.•a Pa ntc1" EXPANSION JOINT few at Back of Curb — •rat r' �wOw n' Detail F or Detail Joint Filler Material ® ,�I to h•-2I- rn 4 , 7" to 31- 31- ii" i- t° 1:* -'a o (See Bar Size Table (See Bar Size Table for ^y o �%�%/// �// g t • min. SW_1 Ol p _ .a.'•% SW-1O1 c `2Arlchor Pines Both e•, to 5•, 4„ 11" 1� o for Doweled 0.... . Doweled Expansion Joints) ° ROE 7010.101 SGIDARDROADPlAR FORE 101Q101 S1AlDARDROADPIAN Expansion Joints) o qd.-._. o'. ��•4 ® ..r SHEET s n s o Sides •" SHEET a of e o e. ' ie sow r,4.ni s.ni•.,...• .x r rnimr 10" to 11.�' 3]•" 1.�" 1'�" savoy.. a,.••• .�,r a r nini.r. rwr."..r mamma r,f r.•�.r m Boffin a w LONGITUDINAL SECTION ",- x ® DETAIL H g a 12"to 13" fir it' it' m 18" Long Dowel at Width (See Doweled '- . I n m 'D •'•a12" Centers (PAN Expansion Joints Table) DOWEL ASSEMBLIES Tubular novel Ban MI not be allowed for O 'ED', 'EE', 'EF'® DSION JOINTS p RD joints. JOINTS m DOWELED EXPANSION JOINT m EXPANSION JOINTS ®Use 18 inch long dowel bars with a tolerance ®Use 18 inch long dowel ban with a tolerance ��jj of ± 1/8 inch. Ensure the centerlines of of t 1/8 inch. Ensure the centerlines of I n' U" ± 4" for 12.-0" Pave s individual dowels are parallel to theother individual dowels are parallel to theother dowels in the assembly within ± 1/8 inch. dowels in the assembly within ± 1 8 inch. min. e�W Tie To\ eter Ra� ® ®Use wires with a minimum tensile strength of ® Use wires with a minimum tensile strength of 1e50 ksi, ® 50 kai. 4orro 12"II II II II __II/1fr;.3.:iT iftb_ii ®Details apply to both transverse contraction andA mi . Details appN to both tronsverse controction expansion joints. 45 ®and expansion joints. G ®Weld alternately throughout. Mchor Pin �1/0 Gaug Diameter of bend around dowel is dowel A Wire (0.306" diameter) diameter + 1/B to 3/16 inches. r ide Rails ®0.306 inch diameter wire. Wire sizes shown are OPTIONAL LEG SHAPES ANCHOR PIN PLAN the minimum required. For uniform lane widths: 3' - 6". For taper Spaces between dowel bars are nominal dimensions with a }" allowable tolerance. and variable width pavements: 3' - 12". ( ®Maximum 0.177 inch diameter wire, welded or I12"11z"11z"I 12" 1z"I1z"I12"11z"I12"I 12' 11z"I friction fit to upper side rail, both sides. Back of Curb--f _ _ ®Measured from the centerline of dowel bar to • Longitudinal Joint Edge of Pavement • enterline Joint Gutterline Joint e a - - "f-- '-�'1' bottom of lower side rail + 1/4 inch. v © Per lone width, install a minimum of 8 anchor Top of Pavemen (Aide Roil stainer Rail ®pins evenly spaced (4 per side), to prevent ELEVATION movement of assembly during construction. M. m Mchor assemblies placed on pavement or PCC irlili ari.i. ' o Retainer Rail ® base with devices approved Expansion Joint and Assembly PP by the Engineer. _ N Top of Pavement --1©I-- ®H dowel basket assemblies are required for .4, '� 4.1. curbed pavements, the assembly length is based N on the jointing layout See PV-101, sheet 8. PLACEMENT LIARS PLACEMENT LIMITS 1 1® A (Rural Section) (Curb and Gutter - Gutterline Jointing) 'n ®Ensure dowel basket assembly centerline is Approved �� x 0 within 2 inches of the intended joint location Expansion Tub Iy� longitudinally and lass no more than 1/4 inch Back of Curb 0 (1E00 Diameter horizontal skew from end 3 of basket to end of basket. 1/41/3 �T' p-z min. Both Sides 7 to " " i" • Longitudinal Jointt o Leg Mchor Pin ®Clip and remove center portion of tie during o _ 8" to e3" 44" 11" field assembly. n T SECTION THRU EXPANSION JOINT T c 10" to 11i' 54" 1i" ®1/4 inch diameter wire. c D + max.1711 x JOINT OPENING AND - atr•nN "rya 'rill u, m EXPANSION TUBE EXTENSION 12" to 13" ! " 1•�" 10 l � m l is p•-a-•Lao 00/ Type 0 MinimumSW-�O1 a Y '-0�' SW_1OI Joint X Tubular Dowel Bars will not be a t. o o' Tube Length allowed for expansion joints. fXa1RE 101Q101 SUIDARDROADPtAN SHEET r l s o FORE 7DlQiD1 SfNDARDROADPIAN SHEET a of s cn "ED" 1" 6" ...moo...e..•a.m..er.•••x r nirr BEND AROUND DOWEL® PLACEMENT LJMITS MT!rr,•Omni•„rr,.l •.x r _ ,,EE,. 2" 7" ""�"`"+•• _ (Curb and Gutter - 1/4 or 1/3 Point Jointing) ...am le If•""i4 N a 1 „EF" -d•, 9.. 'D�1•�3 •. - m ..s m m.ems 1 c.l �1 DOWEL ASSEMBLIES DOWEL ASSEMBLIEa .1S / r] JOINTS R JOINTS F.-' it m 0) S 5 CLIENT: CITY OF IOWA CITY t Q DRAWN Br: MJP APPROVED BY: JCD NEVADA AVENUE SHEET H U.NO 410 E. WASHINGTON ST. t =`- , ANDERSONOBOGERT / / �_-- DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER STANDARD DETAILS IOWA CITY, IOWA 52240 c,,v„ NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000 'A CCN PROJECT NO. 219008 REPLACEMENT PROJECT U.1 y.. a.,_ E ) 7021 HAY 27 AHI1: 31 IOWA CITY, 0WA / '; IMI @Driveway radius ((R). Residential: f0 foot minimum,15 foot y`��Q I ■■■ maximum. P G\� Commercial and industrial: As specified Q`� SPA / © in the contract documents. / Pa 'E' JOl : 02 Transitiol ppthe//curb height to O inches at ' V-0" min. © ofdsidewalk.ruo plot extend raised currbdge 40 Q across sidewalk. B' JO` � 0 Pavement thickness. . Residential: 6 inches minimum. 4 EPDXY COATED REBAR X 12" 0 1' �'C' JOINT BACK OF CURB Commercial and industrial: 7 inches EXISTING 4" ON CENTER minimum. CONCRETE SIDEWALK �'C' OR2 / I . 0 Sidewalk thickness through driveway to NEW 6" CONCRETE SIDEWALK ® 'E' JOINT ��\�G I3._0. �s match thickness of driveway. 2" ./ Q S_D Ds Center reinforcing bar vertically in the O pavement. . G`1R0 0 Match thickness of adjacent roadway, 8 REFER TO DETAIL A ‘ inches minimum. DETAIL A DRILL AND EPDXY GROUT BACK OF CURB \/ (Residential/Agricultural Only) Q joint i s specified.'E' joint at back of curb unless 'B' REBAR INTO EXISTING CONCRETE 0 For alleys, invert the pavement crown 2% toward center of alley. TYPE A WITH FLARES © DROP CURB HEIGHTS 0 Target cross slope of 1.5% with a 3 CURB _RESIDENTIAL 0"TO 2' maximum cross slope of 2.0%. If specified in the contract documents, construct the COMMERCML/INDUSfR1AL• II' TO 3' sidewalk through the driveway 5 feet wide o SIDEWALK to serve as a passing space. I 0 ®Ifexceed crosss 2 sl.0%oppe of remov adjacente sidewalk re panel ,,4. , and place to DRIVEWAY transition from existing sidewalk to(7\ B' JOINi sidewalk through driveway. If elevation ts'— Ichange reqquires a curb ramp comply with JOIN - 112' Figure g7 paunel0with Engin need for detectable Q��SQ E' JOINT 03 ;1'-0' min. TYPICAL SECTION 4 EPDXY COATED REBAR X 12" 0 1' C' OR01 ©_ -..•��eee' EXISTING 4' CONCRETE ON CENTER O 0 #C) SIDEWALK---\ NEW 4' CONCRETE SIDEWALK J011 ■ 2" 5 \�Ga m ei,—.C. OQ�� © I DRILL AND EPDXY GROUT REBARo ./ 9 O R 3 12020 Editfoa6• INTO EXISTING CONCRETE Ea W 7030.101 o; o REFER TO DETAIL B t-0' o o 1 SHEET-1 of 1 N (n BACK OF CURB \ — SUDAS Standard Specifications LO N I BACK OF CURB x 36'0 -� REINFORCING BAR SIDEWALK CONNECTION CONCRETE DRIVEWAY, TYPE A IOWA CITY DETAIL m TYPE A WITH RADII DETAIL B FIGURE 7030.301 0 0 0 rn . a) d t ch 0 0 0 rn N 0 0 cn In / / CLIENT: CITY OF IOWA CITY ' SHEET NO. DRAWN BY: AtJP APPROVED BY: JCD NEVADA AVENUE o. / / 410 E. WASHINGTON ST. i ="'z, U.07 j ANDERSON BOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER STANDARD DETAILS OF IOWA CITY, IOWA 52240 a,roi� NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 'A 0� PROJECT NO. 219008 REPLACEMENT PROJECT U.11 CONSTRUCT `J-HOOK" AT EACH END ON AN Berm shown is typical for slopes flatter than 3:1. For INDIVIDUAL SECTION TO SOCK OR BERM. steeper slopes, increase berm size as directed by the Engineer. Place berm in uncompacted windrow perpendicular to the • FILTER MATERIAL slope at locations specified in the contract documents. Filter sock diameter as specified in the contract documents. STAKES (TYP.) l 'QiMAY 27 F�ow �' j j' 31 DISTURBED AREA ♦ O=h WATER C� C� r' ,, .z� 12" //L COI C1t Y. 1 W"� tip Q / rzj F\9* Jam, -// -/ , \�� F / o o`� 24" - \��G"( , Ne\Q o � ° o - o o FILTER BERM PLACE BERM OR SOCK 0•/ PERPENDICULAR TO SLOPE—\ ♦ O N� AREA TO BE PROTECTED PLAN VIEW OF SLOPE (for sediment and slope control) STAKE FILL MATERIAL I ' 2'-0" - -a WATER E Qw - WATER FLOW N O C O> dial ///— N C I /// / N .D REVISION m 4 10-17-17 9C40. 1C2 0 o SHEET 1 of 1 0., N SECTION VIEW AT STREETcn SUDAS Standard Specifications i (for perimeter control along street) FILTER SOCK m m N FILTER BERM AND FILTER SOCK 71 TYPICAL PLACEMENT OF BERM OR SOCK inIn . / CLIENT: CITY OF IOWA CITY DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET NO. 7 410 E. WASHINGTON ST. 3'Q�' , U.08 IOWA CITY, IOWA 52240 4 ary orA ANDERSON BOGERT DATE: 05/07/21 SCALE: SEE BAR SANITARY SEWER STANDARD DETAILS OF NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000A CC PROJECT NO. 219008 REPLACEMENT PROJECT U.11 Place fence fabric on roadway side of post. For certain curves, stream crossings, or other locations, the Contractor has the option to place fabric on the side of 10'-0" POST SPACING the post away from the roadway. TOP RAIL r VARIABLE CI Fabric width as specified in the contract documents. 1 TOP RAIL I I � / � © For fence heights greater than 8 feet, the depth of the fence post(footing \ is 3 feet plus 3 inches for each 1 foot in height over 8 feet. FENCE FENCE FABRIC PULL POST ` T FABRIC POST CAP 0� © Install the fence on the roadway side of the right-6 pjrjf t1 ,t/specified in ji STEEL POST / BRACE RAIL y the contract documents. CI � 1I: 31 I / ATTACH AS DIRECTED BOTTOM TENSION WIRE TRUSS RODS IOWA jl�ERJf GRADE ' I0WA 1" CLEAR .Hii,,,,‘ 97iv,,�- TRUSS ROD Y GROUND LINE TIGHTENING DEVICES CONCRETE ENCASEMENT_,---I 1 - CONCRETE .—______—. —4XI---- ENCASEMENTS --- POST INSTALLATION PULL POST INSTALLATION BRACE POST BRACE POST 4\ BRACE RAIL �J \ BRACE RAIL FENCE POST FOOTING DEPTH AND DIAMETER \ TOP RAIL FENCE FABRIC _ / N BOTTOM TENSION WIREFENCE HEIGHT STRETCHER • ANGLE OR —� and essOVer 4 —� to 8 Over g G BARS ' CORNER USE IN FENCE X Y X X Y POST \Ili' GROUND LINE Line and Brace Posts 0'-8" 3' 0" 0'-10" 3'-0" 1'-0" „ „ , „ , „ 8 ,.. , , ,� Terminal Post* 0-10 3 -0 1 -0 3-0 1 -4 ',,,TRuss *Includes corner, angle, end, and pull posts. _ \ TRUSS ' ROD ROD o �� I, �/ N C ENCASEMENTS CONCRETE ` TRUSS ROD2 PROPERTY SIDE FOOTINGUD POSTS ,l TIGHTENING A fil DEVICES / \� FENCING REVISION �0, 0 PCPC' ( O 1 New 10-18-11 CCD AOS� oS� SQ t — ' � --' 9 0 5 0. 101 O Spq ..0 P ©APPROX. 12" o 0�'i �� 1� t SHEET 1 of 2 N I' SUDAS Standard Specifications o = ROADWAY SIDE J R.O.W. LINE o m cn ANGLE OR CORNER POST INSTALLATION PLAN OF FENCE o CHAIN LINK FENCE 1 F- hi 0) ,.Mj / CLIENT: CITY OF IOWA CITY = DRAWN BY: MJP APPROVED BY: JCD 'SHEET NO. a _,�;t NEVADA AVENUE 410 E. WASHINGTON ST. 'Q�•� U.O9 M / IOWA CITY, IOWA 52240 �yn ANDERSON BOGERT DATE: os/o�/z, SCALE: SEE BAR SANITARY SEWER STANDARD DETAILS of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 — 5000 °'A C' ' PROJECT NO. 219008 REPLACEMENT PROJECT U.11 ORNAMENTAL ATTACH AT KNUCKLED SELVEDGE POST TOP-----n r APPROXIMATELY (SEE DETAIL) TOP RAIL 1 12" INTERVALS \ TOP RAIL CLAMP�� / _♦••1,��♦��,�♦�♦♦ WIRE TIE CLAMP ♦�♦�•♦♦!♦.,�♦!.♦♦.♦ SPACEDD AT 12" oy ♦`♦♦♦.♦. `. . Sil I I MAX. CENTERS 0 0 TOP RAIL V BOTTOM TENSION WIRE TOP ♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦••♦♦♦♦♦♦♦♦ POST CAP , i' 2 RAIL _ a4Hij: 31 CHAIN LINK FENCE 4��• APPROX. 1" t�� CLERK `° ' 1 o) P eirATTACHE AT PROVIDE KNUCKLED APPROXIMATELY ire SELVEDGE AT TOP AND ANGLE, CORNER, pitt 12" INTERVALSBOTTOM OF FENCE FABRIC OR END POST ---- BOTTOM TENSION WIRE �� AND KNUCKLED SELVEDGE ♦ RAILE15" MAX. . BRACE RAIL \ ,CLAMP H TOP RAIL CLAMP TO TOP RAIL 1 (° I L o) al TRUSS ROD GROUND WIRE STRETCHER BAR G L FENCE FABRIC 7 (01 I I q) TRUSS ROD 7 BRACE POST / g MIN. CONNECT TWICE`p TO FENCE FABRIC •• (0 1 I ,pr. I o) /�� LINE TBOTTOM ENSION CLAMP TO BOTTOM GROUND .Ar LOCK NUT TENSION WIRE TURNBUCKLE OR TRUSS WIRE ROAD TIGHTENING DEVICE GROUND p" UNE—\\7 TRUSS ROD CLAMP o I ' CLAMP GROUND WIRE o CONCRETE TO GROUND ROD BOTTOM TENSION WIRE ENCASEMENT 7 o GROUND ROD m o 7^-1 APPROX. 1"J GROUND LINE GROUND ROD INSTALLATION N UJ 1 C n M BOTTOM OF TOP RAIL BRACE POST ASSEMBLY REVISION FABRIC LCONCRETE coNew 10-18-11 -I o ENCASEMENT 9050. 1 1 • co 1 g o SHEET 2 of 2 y RAIL SLEEVE FOR EVERY THIRD SLEEVE, PROVIDE 2 SPRING-LOADED EXPANSION TYPE SUDAS Standard Specifications i = m RAIL SLEEVE N ANGLE, CORNER, OR o END POST ASSEMBLY CHAIN LINK FENCE m '- N pMj / / CLIENT: CITY OF IOWA CITY '- DRAWN BY: MJP APPROVED BY: JCD NEVADA AVENUE SHEET N0. a f 1 410 E. WASHINGTON ST. i -41 , U.10 \�"� ANDERSON B06ERT DATE: 05/07/21 SCALE SEE BAR SANITARY SEWER STANDARD DETAILS OF IOWA CITY, IOWA 52240 a�,r NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 'A G�� PROJECT NO. 219008 REPLACEMENT PROJECT U.11 SINGLE TREE FENCING: CONSTRUCT FENCING AROUND THE ionI'�A Y 27 � ; 31 CRITICAL ROOT RADIUS (CRR) OR DRIP UNE OF THE TREE, CITY CLERK WHICHEVER DISTANCE IS GREATER. IOWA CI T Y, IOWA INSTALL FENCE POSTS AT 8 F. MAX. CENTERS. / \ X X X / x x \ 6 I 1 I 1 Z o x x I J 0 I I o 1 I TRUNK \ x x \ \ / X X / \ / \ / C1 0f O N N TREE PROTECTION FENCING a OI 0 0 a, y N co GI N O O O N O U ,.�j CLIENT: CITY OF IOWA CITY - DRAWN BY: MJP APPROVED BY: JCD SHEET NO. o l 410 E. WASHINGTON ST. ! A. ANDERSONOBOGE NEVADA AVENUE U.11 a 5 IOWA CITY, IOWA 52240 Rim DATE: os�oz�z, SCALE: SEE BAR SANITARY SEWER STANDARD DETAILS of NO. REVISION DESCRIPTION APPROVED DATE PHONE: (319) 356 - 5000 i1. GN PROJECT NO. 219008 REPLACEMENT PROJECT U.11 Prepared by:Joe Welter,Public Works,410 East Washington Street,Iowa City,Iowa 52240,(319)356-5144 Resolution No. 21-151 Resolution setting a public hearing on June 15, 2021 on the project manual and estimate of cost for the construction of the Nevada Avenue Sanitary Sewer Replacement Construction 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 Nevada Avenue Sanitary Sewer Replacement, Account#V3147. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: 1. A public hearing on the project manual and estimate of cost for the construction of the above- mentioned project is to be held on the 15th day of June, 2021, at 6:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. City Hall is currently closed to the public because of the coronavirus. If City Hall remains closed to the public, the meeting will be an electronic meeting using the Zoom Meetings Platform. For information on how to participate in the electronic meeting, see www.icqov.orq/councildocs or telephone the City Clerk at(319) 356-5043. 3. 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. 4. 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 1st day of June , 2021 Ma Appr. -- • Attest: • 411111" City Clerk City Attorney's Office—05/27/2021 It was moved by Thomas armed seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner P4t -10a Na..)a.do.. Ave.- PRESS-CITIZEN MEDIA l- Soan,e.Ar PART OF THE USA TODAY NETWORK CITY CLERK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST This is not an invoice IOWA CITY IA 522401825 #of Affidavits1 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: Ad No. Start Date: Run Dates: Cost: 0004763571 6/7/21 06/07/2021 $49.12 Copy of Advertisement Exhibit"A" t6411.4_, Subscribed d sworn to before me by said`affia this 7 day of June, 2021 Notary Public Commission expires LK ATHLEEN ALLEN Notary Public State of Wisconsin • NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING • ON PROJECT MANUAL AND ESTIMATED COST FOR THE NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT IN THE CITY OF IOWA CITY,IOWA TO ALL TAXPAYERS OF THE DOFHEROAN TO 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 Nevada Avenue Sanitary Sewer Replacement in sold city at 6:00 P.m. on the 15th day of June, 2021,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. If City Hall Is closed to the public due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at (319) 356-5043. This project includes approximately 960 linear feet of sanitary sewer replacement, sanitary sewer manholes, sanitary sewer service reconnection, sanitary sewer abandonment, and seeding/sodding along the back yards of the homes along Nevada Avenue and Regal Lane from Lakeside Drive, to Whispering Meadow Drive along with street pavement, driveway and sidewalk along Lakeside Drive. 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at(319) 356-5043 or emailing k e l l i e-f rueh l i ngOiowa-c ity.org. 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 Prepared by Joe Welter,Public Works,410 East Washington Street,Iowa City,Iowa 52240,(319)356-5144 Resolution No. 21-173 Resolution approving the project manual and estimate of cost for the construction of the Nevada Avenue Sanitary Sewer Replacement Construction 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 Nevada Avenue Sanitary Sewer Replacement, Account Number V3147. Now, therefore, be it resolved by the 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 8th day of July, 2021. 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 Assembly Room at The Center, 28 S Linn Street, Iowa City, Iowa, at 6:00 p.m. on the 27th day of July, 2021, or at a special meeting called for that purpose. If City Hall is closed to the public due to the health and safety concerns from COVID-19, sealed bids may still be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 E. Washington St., Iowa City, Iowa, and upon arrival telephone the City Clerk at 319/356-5043. 5. If City Council does not meet in person due to the health and safety concerns from COVID- 19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at (319) 356-5043. Resolution No. 21-173 Page 2 Passed and approved this 15th day of June , 2021 Ma Approved by • Attest: Cit lerk City Attorn 's Office (Sara Greenwood Hektoen—06/08/2021) It was moved by Salih and seconded by Weiner the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner o IOWA LEAGUE of CITIES 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 Nevada Avenue Sanitary Sewer Replacement Project Classified ID: 132928 A printed copy of which is attached and made part of this certificate, provided on 06/16/2021 to be posted on the Iowa League of Cities' internet site on the following date: June 17 , 2021 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 6/16/2021 VV Alan Kemp, Executive Director NOTICE TO BIDDERS NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 8th day of July, 2021. If City Hall is closed to the public due to the health and safety concerns from COVID-19, sealed bids may still be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 East Washington Street, Iowa City, Iowa, and upon arrival telephone the City Clerk at (319) 356-5043. 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356- 5140. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 27th day of July, 2022, or at special meeting called for that purpose. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.orq/councildocs or telephone the City Clerk at (319) 356-5043. The Project will involve the following: sanitary sewer replacement, sanitary sewer manholes, sanitary sewer service reconnection, sanitary sewer abandonment, 8" PCC pavement, 6" PCC driveway, and 4" PCC sidewalk. All work is to be done in strict compliance with the Project Manual prepared by Anderson-Bogert Engineers, 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinqiowa-city.orq. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Start Date: August 9, 2021 Substantial Completion Date: October 13, 2021 Final Completion Date: November 12, 2021 Liquidated Damages: $500 per day All of the bids listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date. There will be no exceptions. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll-Free: (800) 779-0093. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinq(a.iowa-city.org. A$20.00 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 Ashley Platz From: Cindy Adams <CAdams@mbi.build> Sent: Thursday, June 17, 2021 9:05 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: We sent you safe versions of your files; 06.17.21 Notice To Bidders.pdf RISK Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files. Certificate The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network("Cu Network") is a corporation duly organized and existing under the laws of the State of Iowa,with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned,the duly qualified and acting President/CEO of the CU Network,and that as such President/CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS Iowa City—Lower City Park And Kimball Road Storm Sewer Improvement Project Iowa City—Nevada Avenue Sanitary Sewer Replacement Project A printed copy of which is attached and made part of this certificate,to be posted in the Construction Update Network Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation, on the following date(s): June 17, 2021 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. Cu L(A e Jun 17, 2021 Date President/CEO of The Construction Update Plan Room Network Cindy Adams—Project Information Specialist Construction Update powered by ConstructConnect 221 Park Street—Des Moines, Iowa 50309 (D)515.402-9858(0)515-288-7339 (e) cuhelp@MBI.Build (w) https://MBI.Build (w) https://IowaConstructionUpdate.com (w)www.iowabiddate.com 1 construction update ^ U KrAA tt]Wal s tp it till il•_r ' n;.. O:tr c oast,uc:ion bid date calandiil Stay �► Connected' �_�P) inifl , t, DAILY NOTICE TO BIDDERS construction C� update NOTICE TO BIDDERS NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 8th day of July, 2021. If City Hall is closed to the public due to the health and safety concerns from COVID-19, sealed bids may still be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 East Washington Street, Iowa City, Iowa, and upon arrival telephone the City Clerk at (319) 356-5043. 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356- 5140. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 27th day of July, 2022, or at special meeting called for that purpose. If City Hall is closed to the public due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.org/councildocs or telephone the City Clerk at (319) 356-5043. The Project will involve the following: sanitary sewer replacement, sanitary sewer manholes, sanitary sewer service reconnection, sanitary sewer abandonment, 8" PCC pavement, 6" PCC driveway, and 4" PCC sidewalk. All work is to be done in strict compliance with the Project Manual prepared by Anderson-Bogert Engineers, 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinq@iowa-city.orq. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Start Date: August 9, 2021 Substantial Completion Date: October 13, 2021 Final Completion Date: November 12, 2021 Liquidated Damages: $500 per day All of the bids listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date. There will be no exceptions. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll-Free: (800) 779-0093. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinq@iowa-city.orq. A$20.00 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 • Prepared by:Joe Welter,Senior Engineer,410 East Washington Street, Iowa City, Iowa 52240(319)356-5144 , Resolution No. 21-208 Resolution rejecting bids received on July 8, 2021 for the Nevada Avenue Sanitary Sewer Replacement Construction Project and setting a new date for receipt of bids for the rebidding of Nevada Avenue Sanitary Sewer Replacement Construction Project, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, bids were received on July 8, 2021,for the Nevada Avenue Sanitary Sewer Replacement Project; and Whereas, one bid was received that exceeded the amount available in the project fund; and Whereas, the Public Works Department recommends that Council reject the bid, issue an addendum, set a new date for receipt of bids, and revise the construction schedule; and Whereas, funds for this project are available in the Nevada Avenue Sanitary Sewer Replacement, Account Number V3147. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. All bids received on July 8, 2021, for the Nevada Avenue Sanitary Sewer Replacement Project are rejected. 2. An addendum shall be issued to the Project for the Nevada Avenue Sanitary Sewer Replacement Project, approved by resolution on June 15, 2021, to revise the project schedule. 3. 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. 4. 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. 5. 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 31st day of August, 2021. 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 either at the Assembly Room at The Center, 28 S Linn Street, Iowa City, Iowa, or Harvat Hall at City Hall, 410 E. Washington St., Iowa City, Iowa, at 6:00 p.m. on the 7th day of September, 2021, or at a special meeting called for that purpose. If City Hall is closed to the public due to the health and safety concerns from COVID-19, sealed bids may still be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 East Washington Street, Iowa City, Iowa, and upon arrival telephone the City Clerk at(319) 356-5043. Resolution No. 21-208 Page 2 6. If City Council does not meet in person due to the health and safety concerns from COVID- 19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icgov.orq/councildocs or telephone the City Clerk at(319) 356-5043. Passed and approved this 27th day of July , 2021 --(26k1_9- - Ma 1 1 / Approved by Attest : City Jerk City Attor y's Office— 7/27/2021 It was moved by Taylor and seconded by Salih the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas x Weiner ADDENDUM NO. 1 NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY, IOWA JULY 29, 2021 The Contract Documents for the above-referenced Project are modified as set forth in this Addendum. The original Contract Documents remain in full force and effect, except as modified by this Addendum, which is hereby made part of the Contract Documents. Bidder shall take this Addendum into consideration when preparing and submitting a bid. The following changes will be made to the Project Manual, dated May 26, 2021. Section 0100 — Notice to Bidders (see attachment, which includes 2 pages) Section 0200 — Instructions to Bidders, replace the following subsections: 1. Optional Pre-Bid Meeting: a. Time, Date, and Location: August 24, 2021 and 2:00 P.M. b. If City Hall is closed to the public due to the health and safety concerns from COVID-19, this meeting will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356-5140. 2. Bid Submittals: a. Time, Date and Location: August 31, 2021 and 3:00 P.M. 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 c c Envelope 2: Proposal > C-1 N LID 5. Progress and Schedule: a. Contract Times: Specified Start Date: April 4, 2022 Substantial Completion Date: July 20, 2022 Final Completion Date: August 19, 2022 Liquidated Damages: $500 per day Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 Page 1 of 3 All of the bids listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date. During the pre-construction conference/meeting, before commencing work, and as work commences, consideration of the site conditions and weather will be given for seeding and sodding outside of the specified times. c. Community Events: The Contractor should look at community calendars to determine potential conflicts with planned construction activities and schedule. ii. Many events are being postponed or cancelled due to the COVID-19 Pandemic. The Contractor should make sure their activities are not impacting community events. iii. The last day of classes for 2021-2022 Iowa City Community School District School Year is June 1, 2022. iv. The first day of classes for 2022-2023 Iowa City Community School District School Year is August 23, 2022. v. No work shall occur on University of Iowa Home Football gamays. Section 0400 — Proposal (see attachment, which includes 6 pages) ' �"_ Plans Sheet C.01, Estimated Project Quantities Table: w :r • Replace the quantity for Item 7, 3010-D, Replacement of Unsuitable Backfill Material. The new quantity is 30 cubic yards (CY). • Add new item, quantity, and unit to the table as follows: Item 50, 2010-F, Below Grade Excavation (Core Out), 70.0, CY. Sheet C.01, Estimated Reference Information Table: • Add note to sheet as follows, for Item 7, 3010-D, Replacement of Unsuitable Backfill Material, "The quantity for Item 7, Replacement of Unsuitable Backfill Material, is a provisional quantity only. The quantity would cover the replacement of native materials in the unpaved areas, only if needed. it is the intent that the backfill for the trenches would be covered under the pipe trench items (Items 9-11) and as detailed in the SUDAS Standard Specifications and the City of Iowa City Supplemental Specifications as follows: - Class II Backfill Material is the Class A Roadstone, DOT Gradation 11. - Class Ii Backfill Material to top of subgrade under and within five feet of paved surfaces. - In the unpaved areas, Class I Bedding Material, would extend through the secondary backfill zone (12 inches above the top of pipe). - In the unpaved areas, suitable backfill materials (Class Ill/IVA/IVB) would extend to within twelve inches of the top of grade." Sheet C.02, Estimated Reference Information Table: • Add a new item and description to the table as follows, "Item 50, 2010-F, Below Grade Excavation (Core Out), this provisional quantity is to be used as needed for the areas around proposed Manhole SSMH-1, outside of the trench backfilled Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 Page 2 of 3 areas, and that cannot be stabilized with proper subgrade preparation as detailed in Section 2010 of the SUDAS Standard Specifications. The quantity of 70 square yards (SY) amounts to an estimation of 20% of the subbase quantity." Sheet J.02, Traffic Control & Construction Phasing Plan (see attached revised plan sheet): ■ Add requirement for contractor to provide hose ramp or approved equal to allow for traffic to pass over bypass pump piping, in order to maintain detour route, as shown on attached revised plan sheet. ATTACHMENTS 0100 - Notice to Bidders (2 pages) 0400 - Proposal (6 pages) Revised Plan Sheet J.02 (1 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. ,; 2/21/21 1,11 Ott. i Jayne C. DeCoste Date -1 invosTI: • �� License Number: 14042 . My license renewal date is December 31, 20 22 c7\\\ Pages or sheets covered by this seal: All END OF ADDENDUM NO. 1 a Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 Page 3 of 3 . ,.w 0100 NOTICE TO BIDDERS 771 "" 23 Pf 3: NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT _,r} � Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, untii1 3:00 P:M. on the 31st day of August 2021. If City Hall is closed to the public due to the health and safety concerns from COVID-19, sealed bids may still be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 East Washington Street, Iowa City, Iowa, and upon arrival telephone the City Clerk at (319) 356-5043. 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. If the bid opening is not conducted in person due to the health and safety concerns from COVID-19, the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at (319) 356-5140. Proposals will be acted upon by the City Council at a meeting to be held either at the Assembly Room at The Center, 28 South Linn Street, Iowa City, Iowa, or Harvat Hall at City Hall, 410 East Washington Street, Iowa City, Iowa at 6:00 P.M. on the 7'h day of September, 2021, or at special meeting called for that purpose. If City Council does not meet in person due to the health and safety concerns from COVID-19, the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icqov.orq/councildocs or telephone the City Clerk at (319) 356-5043. The Project will involve the following: sanitary sewer replacement, sanitary sewer manholes, sanitary sewer service reconnection, sanitary sewer abandonment, 8" PCC pavement, 6" PCC driveway, and 4" PCC sidewalk. All work is to be done in strict compliance with the Project Manual prepared by Anderson-Bogert Engineers, 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinqAiowa-city.orq. 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 Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0100— Page 1 of 2 promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: "a Specified Start Date: April 4, 2022 `' r Substantial Completion Date: July 20, 2022 � Final Completion Date: August 19, 2022 .M:w, U s Liquidated Damages: $500 per day F, i All of the bid items listed in Section 0400—Proposal shall be completed by the Substantial Completion Date. During the pre-construction conference/meeting, before commencing work, and as work commences, consideration of the site conditions and weather will be given for seeding and sodding outside of the specified times. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll-Free: (800) 779-0093. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehling©iowa-city.orq. 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 Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0100 — Page 2 of 2 FILED 0400 PROPOSAL 7U? JU 29 Oki 1)' t q NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY Please DO NOT USE the proposal included in the bound volume of the specifications. Separate copies of this form are contained with this document. The following documents must be submitted as printed. No alterations, additions, or deletions are allowed. If the Bidder notes a requirement in the contract documents that the Bidder believes will require a conditioned or unsolicited alternate bid, the Bidder must immediately notify the Engineer in writing. The Engineer will issue any necessary interpretation by an addendum. Name of Bidder: Address of Bidder: TO: City Clerk City of Iowa City City Hall 410 East Washington Street Iowa City, Iowa 52240 The undersigned bidder submits herewith bid security in the amount of $ , in accordance with the terms set forth in the Project Manual. The undersigned bidder, having examined and determined the scope of the Contract, hereby proposes to provide the required labor, services, materials and equipment and to perform the Project as described in the Project Manual, including Addenda , and , and to do all work at the prices set forth herein. The undersigned bidder further proposes to do all "Extra Work" which may be required to complete the work contemplated, at unit prices or lump sums to be agreed upon in writing prior to starting such work. The undersigned bidder certifies that this proposal is made in good faith, and without collusion or connection with any other person or persons bidding on the work. The undersigned bidder states that this proposal is made in conformity with the Contract and agrees that, in the event of any discrepancies or differences between the various items included in the Contract, Supplemental Specification Section 1040, 1.03 shall govern. Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0400— Page 1 of 6 BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT CLEARING AND GRUBBING BY lijf a,. L 4 fj _ f 1 UNITS, TREE REMOVAL UNIT 273.5 VIVA 2 ON-SITE TOPSOIL CY 1,442.2 IUIVA CI i'i ; ,;• 1 3 SUBGRADE PREPARATION SY 351.7 4 SUBBASE, 6" GRANULAR SY 351.7 5 COMPACTION TESTING LS 1.0 6 TRENCH FOUNDATION TONS 100.0 REPLACEMENT OF UNSUITABLE 7 BACKFILL MATERIAL CY 30.0 8 TRENCH COMPACTION TESTING LS 1.0 SANITARY SEWER GRAVITY MAIN - 9 TRENCHED, PVC TRUSS, 8" LF 37.5 SANITARY SEWER GRAVITY MAIN - 10 TRENCHED, PVC TRUSS, 10" LF 942.7 SANITARY SEWER SERVICE STUB, 11 PVC, 4" LF 280.0 12 REMOVAL OF SANITARY SEWER LF 821.8 SANITARY SEWER ABANDONMENT, 13 FILL AND PLUG LF 174.2 14 BYPASS PUMPING LS 1.0 15 MANHOLE, SANITARY SEWER, 48" EA 4.0 REMOVE MANHOLE OR INTAKE, 16 SANITARY MANHOLE EA 5.0 17 PCC PAVEMENT, 8" SY 232.5 PCC PAVEMENT SAMPLES AND 18 TESTING LS 1.0 REMOVAL OF SIDEWALK, SHARED 19 USE PATH, OR DRIVEWAY SY 81.6 _ 20 PCC SIDEWALK, 4" SY 19.0 Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0400 — Page 2 of 6 BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT 1it1 JUL 29 PM 3: } 9 21 PCC SIDEWALK, 6" SY 6.6 c1 I 't` CLERK 22 PAVED DRIVEWAYS, PCC, 6" SY 59.4 IOWAsU4 ' '� . 23 PAVEMENT REMOVAL SY 243.3 REMOVE, SALVAGE, AND 24 REINSTALL PAVERS SY 14.1 25 TEMPORARY TRAFFIC CONTROL LS 1.0 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC 26 SEEDING ACRE 0.5 27 WATERING MGAL 28.5 28 WARRANTY LS 1.0 29 SOD SQ 252.5 30 TREE PROTECTION EA 26.0 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) - 31 MANAGEMENT LS 1.0 32 FILTER SOCKS - INSTALLATION, 12" LF 2,150.0 33 FILTER SOCKS - REMOVAL LF 2,150.0 STABILIZED CONSTRUCTION 34 ENTRANCE BY SQUARE YARD SY 311.1 35 CHAIN LINK FENCE LF 183.3 _ 36 GATES, WOOD EA 2.0 37 GATES, CHAIN LINK EA 7.0 REMOVAL AND REINSTALLATION OF 38 EXISTING FENCE, WOOD LF 375.1 REMOVAL AND REINSTALLATION OF 39 EXISTING FENCE, CHAIN LINK LF 1,696.2 Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0400— Page 3 of 6 BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT zolt .JUL 29 PH 3: a 40 REMOVAL OF FENCE, HOG FENCE LF 110.0Y LU RE- 41 TEMPORARY FENCE LF 2,287.7 CITY: 10WA 42 LANDSCAPING LS 1.0 43 DEMOLITION WORK LS 1.0 44 CONSTRUCTION SURVEY LS 1.0 45 MOBILIZATION LS 1.0 BELOW GRADE EXCAVATION (CORE 50 OUT) CY 70.0 TOTAL EXTENDED AMOUNT = $ The Bidder may submit computer-generated unit price table in accordance with the Special Provisions. Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0400— Page 4 of 6 The names of those persons, firms, companies or other parties with whom we intend-to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: 21 NAME OF SUBCONTRACTORS TYPE OF WORK APPROXIMATE Ct,-TS Ci �. . i0 WA NOTE: All subcontractors are subject to approval by City of Iowa City. Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0400— Page 5 of 6 The undersigned Bidder is a/an: _«. ❑ Individual, Sole Proprietorship ❑ Partnership 7t JUL 29 PM 3: 20 ❑ Corporation ❑ Limited Liability Company 1Y CLERK At ❑ Joint venture (OV CITY' `(Pr' ❑ 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 Signature Printed Name Title Street Address City, State, Zip Code Telephone Number NOTE: The signature on this proposal must be an original signature in ink; copies, facsimiles, or electronic signatures will not be accepted. Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0400— Page 6 of 6 II • 1 ,. • - ifY4 , , ..4', L.L, , „ < < a -......,(Jt.).---- , . )4, t 4 ; LJ --1 t , . z '1 T te im monem 2 t LAKESIDE DR , DF.BYPASS PUMPING NOTES! 1. USE PUMPING TO MAINTAIN USE OF _r SANITARY SEWER DURING CONSTRUCTION, 1 t P -- • CONTRACTOR TO USE HOSE RAMP, OR APPROVED EQUAL. TO t- ALLOW FOR TRAFFIC TO PASS OVER BYPASS PUMP PIPING. ."'"- . A ' 1 ,.44 ,-.. :. t ,,,• , - . . :` • - -- , , , • i . ; r. TYPE III BARRI .. -I . - . - LAKESIDE , ' . . • - t, m ,0_ „a •.,, 0 i q , n1 0 ' 1 . • ,•- RI 0,1 . i ' illiA -1' ' ' .. c•I - ' .. 114 --,--- - A i .. .a, 4 r-- e - *.•-44 • .- $ 7 . V „ ' v 7 , F 0 - --- .. ... . , - z 161 g -11 • . C., 01 • ....',,s. Sib ii Lj AI..,' ' 0' I I , :14.11.61 f A47"4 , 404/4 111111.46111: ,,. L ' r ,, . i • 60 I ADDENDUM #1 JGD 07 29 21 E1'fr-i E v AD A AVENUE TRAFFIC CONTROL& .J 02F = ,ANITARY SEWER CONSTRUCTION PHASING Of NO. DESCRIPTION _ACEMENT PROJECT PLAN J.03 REYGON , 4.1,-,(7,,E„: DATE A,2,61. IOWA LEAGUE of CITIES 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 Nevada Avenue Sanitary Sewer Classified ID: 133680 A printed copy of which is attached and made part of this certificate, provided on 07/28/2021 to be posted on the Iowa League of Cities' internet site on the following date: July 29 , 2021 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 7/28/2021 CLL. 11V Alan Kemp, Executive Director 0100 NOTICE TO BIDDERS NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 31st day of August 2021. If City Hall is closed to the public due to the health and safety concerns from COVID-19, sealed bids may still be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 East Washington Street, Iowa City, Iowa, and upon arrival telephone the City Clerk at (319) 356-5043. 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. If the bid opening is not conducted in person due to the health and safety concerns from COVID-19,the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at(319) 356-5140. Proposals will be acted upon by the City Council at a meeting to be held either at the Assembly Room at The Center, 28 South Linn Street, Iowa City, Iowa, or Harvat Hall at City Hall, 410 East Washington Street, Iowa City, Iowa at 6:00 P.M. on the 7th day of September, 2021, or at special meeting called for that purpose. If City Council does not meet in person due to the health and safety concerns from COVID-19,the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see ***.icgov.orq/councildocs or telephone the City Clerk at (319) 356-5043. The Project will involve the following: sanitary sewer replacement, sanitary sewer manholes, sanitary sewer service reconnection, sanitary sewer abandonment, 8" PCC pavement, 6" PCC driveway, and 4" PCC sidewalk. All work is to be done in strict compliance with the Project Manual prepared by Anderson-Bogert Engineers, 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinqaiowa-city.orq. 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 Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0100— Page 1 of 2 promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent(100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Start Date: April 4, 2022 Substantial Completion Date: July 20, 2022 Final Completion Date: August 19, 2022 Liquidated Damages: $500 per day All of the bids listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date. During the pre-construction conference/meeting, before commencing work, and as work commences, consideration of the site conditions and weather will be given for seeding and sodding outside of the specified times. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll-Free: (800) 779-0093. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehlinq(cr�iowa-citv.orq. 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 Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0100— Page 2 of 2 • Ashley Platz From: Cindy Adams <CAdams@mbi.build> Sent: Thursday,July 29, 2021 8:49 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: We sent you safe versions of your files; 07.29.21 Notice To Bidders.pdf RISK Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files. Certificate The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa,with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned,the duly qualified and acting President/CEO of the CU Network, and that as such President/CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS Iowa City—Lower City Park And Kimball Road Storm Sewer Improvement Project ReBid Iowa City—Nevada Avenue Sanitary Sewer Replacement Project ReBid Iowa City—Orchard Street Reconstruction Project ReBid 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): July 29, 2021 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. CLt. L( July 29, 2021 Date President/CEO of The Construction Update Plan Room Network Cindy Adams—Project Information Specialist Construction Update powered by ConstructConnect 221 Park Street—Des Moines, Iowa 50309 (D)515.402-9858(0)515-288-7339 (e) cuhelp@MBI.Build (w) https://MBI.Build 1 DAILY NOTICE TO BIDDERS construction @ update 0100 NOTICE TO BIDDERS NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 31st day of August 2021. If City Hall is closed to the public due to the health and safety concerns from COVID-19, sealed bids may still be delivered in person on Mondays through Fridays 8:00 am to 5:00 pm. The person delivering the sealed bid may come to the front lobby of City Hall, 410 East Washington Street, Iowa City, Iowa, and upon arrival telephone the City Clerk at (319) 356-5043. 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. If the bid opening is not conducted in person due to the health and safety concerns from COVID-19,the bid opening will be an electronic meeting using the Zoom Meetings. Information for this meeting will be distributed by the City Engineering Division to prospective bidders on the Project Plan Holders List. For information on how to participate in the electronic meeting, please contact the City Engineering Division at(319) 356-5140. Proposals will be acted upon by the City Council at a meeting to be held either at the Assembly Room at The Center, 28 South Linn Street, Iowa City, Iowa, or Harvat Hall at City Hall, 410 East Washington Street, Iowa City, Iowa at 6:00 P.M. on the 7th day of September, 2021, or at special meeting called for that purpose. If City Council does not meet in person due to the health and safety concerns from COVID-19,the council meeting will be an electronic meeting using the Zoom Meetings. For information on how to participate in the electronic meeting, see www.icqov.ora/councildocs or telephone the City Clerk at (319) 356-5043. The Project will involve the following: sanitary sewer replacement, sanitary sewer manholes, sanitary sewer service reconnection, sanitary sewer abandonment, 8" PCC pavement, 6" PCC driveway, and 4" PCC sidewalk. All work is to be done in strict compliance with the Project Manual prepared by Anderson-Bogert Engineers, 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. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at(319) 356-5043 or emailing kellie-fruehlinq(a�iowa-city.orq. 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 Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0100— Page 1 of 2 promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment,and Maintenance Bond in an amount equal to one hundred percent(100%)of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Start Date: April 4, 2022 Substantial Completion Date: July 20, 2022 Final Completion Date: August 19, 2022 Liquidated Damages: $500 per day All of the bids listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date. During the pre-construction conference/meeting, before commencing work, and as work commences, consideration of the site conditions and weather will be given for seeding and sodding outside of the specified times. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll-Free: (800) 779-0093. If City Hall is closed to the public due to the health and safety concerns from COVID-19, copies are available by telephoning the City Clerk at (319) 356-5043 or emailing kellie-fruehling(a?iowa-citv.orq. 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 Nevada Avenue Sanitary Sewer Replacement Addendum No. 1 0100— Page 2 of 2 Prepared by:Joe Welter,Public Works,410 East Washington Street,Iowa City,Iowa 52240(319)356-5144 Resolution No. 21-244 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Nevada Avenue Sanitary Sewer Replacement Project. Whereas, B.G. Brecke, Inc. of Cedar Rapids, Iowa, has submitted the lowest responsive, responsible bid of$503,234.43 for construction of the above-named project; and Whereas, funds for this project are available in the Nevada Ave Sanitary Sewer Replacement, Account Number V3147; 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 B.G. Brecke, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above-named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. Passed and approved this 7th day of September , 2021 I M. �• Approved b Attest : I City lerk City Attor y's Office (Sara Greenwood Hektoen—9/1/2021) It was moved by Salih and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Bergus x Mims x Salih x Taylor x Teague x Thomas Weiner 0500 CONTRACT NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY THIS CONTRACT is made and entered into by and between the City of Iowa City, Iowa ("City"), and B.G. Brecke, Inc. of Cedar Rapids, Iowa ("Contractor"). WHEREAS the City has prepared certain Plans, Specifications, Proposal and Contract dated the 26th day of May, 2021, for the Nevada Avenue Sanitary Sewer Replacement ("Project"), and WHEREAS, the City publicly solicited bids for construction of said Project; and WHEREAS, Contractor submitted a bid on the Project described in said Project Manual; and WHEREAS, the parties hereto now wish to enter into this Contract for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Proposal including the total extended amount of $503,234.44, which sums are incorporated herein by this reference. 2. This Contract consists of the Contract Documents, as defined in the Section 1010, 1.03, and the following additional component parts which are incorporated herein by reference: a. Contractor's Completed Bidder Status Form; attached hereto; and b. Contractor's Completed Contract Compliance Program (Anti- Discrimination Requirements) Assurance, if applicable, pursuant to Section 0200, attached hereto; and c. Contractor's Completed Wage Theft Affidavit, if applicable, pursuant to Section 0200, attached hereto. The above components are deemed complementary and what is calledf_for one shall be as binding as if called for by all. x "' �<. r.) z<rrn "a Ui Project 0500— Page 1 of 2 3. The names of those persons, firms, companies or other parties, acknowledged by the City, with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows (or shown on an attachment): APPROXIMATE NAME OF SUBCONTRACTORS TYPE OF WORK COSTS All American Concrete, Inc. —West Concrete $42,582.50 Liberty, Iowa American Fencing Company—Cedar Fence Work $87,440.00 Rapids, Iowa Bee Line Products Corporation— Temporary Traffic Control $1,500.00 Cedar Rapids, Iowa Fehr Graham Engineering & Surveying $8,750.00 Environmental—Cedar Rapids, Iowa GreenTech of Iowa, LLC—Slater, Seed, Sod, SWPPP, Iowa Filter Socks,Watering, $41,575.00 Tree Protection Outdoor Pros, LLC— Lone Tree, Tree Removal $7,300.00 Iowa Team Services, Inc. —Cedar Rapids, Compaction Testing $5,000.00 Iowa DATED this t6� day of 0e r- , 20 --1 (The City of Iowa City will date this Contract after all signatures are obtained) City Contractor By: By: / T _ /�— Signature of City Official Signature olContractor Officer -e-"C`_ &U C� 6/z6 i /jECl<< Printed me of City Official Printed Name of Contractor Officer rive' 1/ 6 4ES/6 ?- Title of Contractor Officer ATTEST: ry r- -o By: L ) B `t YClerk (-(Company Official) �.. u1 APPROVED BY: City Attorney's Office to lac/Q._( Project 0500 — Page 2 of 2 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 0 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 0 No My company has an office to transact business in Iowa. ®Yes 0 No My company's office in Iowa is suitable for more than receiving mail,telephone calls,and e-mail. ®Yes 0 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 0 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: 3/30/1964 to Present Address: 4140 F Avenue NW (mm/dd/yyyy) City,State,Zip Code: Cedar Rapids, Iowa 52405 Dates: 12/15/2016 to Present Address: 11921 Sherrill Road (mm/dd/yyyy) City,State,Zip Code: Dubuque, Iowa 52202 Dates: to Address: (mm/dd/yyyy) City,State,Zip Code: You may attach additional sheet(s) if needed. To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preference to bidders who are resi4i its`l H=I Yes ❑No 3. If you answered"Yes"to question 2,identify each preference offered by your company's hole state foreign'country and the appropriate legal citation. _{ �-�-_ rn _.V $ Y , y..-i r � 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: = - :recke Re: Signature: ` 46Z-12 Date: 8/31/2021 Nevada Avenue Sanitary Sewer Replacement Project 0405 — Page 1 of 2 WORKSHEET: AUTHORIZATION TO TRANSACT BUSINESS This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ® Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes M No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑x 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 IN 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 I] No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes © No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. (-) N up (31 Nevada Avenue Sanitary Sewer Replacement Project 0405 — Page 2 of 2 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.) 1. The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? Employee handbook section 103 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Eric Gintert 319-396-7055 4140 F Ave NW Phone Number Street Addrew Cedar Rapids, IA 52405 —° ° City, State, Zip Code -^ ;..n 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? Employee Handbook and OSHA All In One Poster The above responses are true and correctly reflect our Equal Employment Opportunity policies. Brecke Mechanical 319-396-7055 Business Name Phone Number Executive Vice President Signature Title Bret Brecke 10-21-21 Print Name Date r..f r„a rd'^ N) .. lr-..i k, 11 Project 0520—Page 3 of 6 103 Equal Employment Opportunity Effective Date:3/1/2016 Revision Date: 1 B.G. Brecke, Inc. Office Handbook To give equal employment and advancement opportunities to all people,we make employment decisions at Brecke Mechanical based on each person's performance,qualifications,and abilities.Brecke Mechanical does not discriminate in employment opportunities or practices on the basis of race,color, religion,sex,national origin,age,disability,or any other characteristic protected by law. We will make reasonable accommodations for qualified individuals with known disabilities unless making the reasonable accommodation would result in an undue hardship to Brecke Mechanical, Our Equal Employment Opportunity policy covers all employment practices,including selection,job assignment,compensation,discipline,termination,and access to benefits and training. If you have a question about any type of discrimination at work,talk with your immediate supervisor or the Controller. You will not be punished for asking questions about this. Also,if we find out that anyone was illegally discriminating,that person will be subject to disciplinary action,up to and including termination of employment. fir wi —4 L ...T.'1 4 rn ,....rmo.w� cn WAGE THEFT AFFIDAVIT I Bret Brecke , certify under penalty of perjury and pursuant to the laws of the State of Iowa that the following is true and correct: 1. I am the Executive Vice President [position] of B.G. Brecke, Inc. [contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither B.G. Brecke, Inc. ["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. j--1 Signature r'; C (-)-:. 1 Project 0530—Page 3 of 3 Bond No.54241212 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND NEVADA AVENUE SANITARY SEWER REPLACEMENT PROJECT CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, B.G. Brecke, Inc., as Principal (hereinafter the "Contractor" or "Principal") and United Fire&Casualty Company , as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of five hundred three thousand two hundred thirty-four dollars and forty-four cents ($503,234.44), lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, legal representatives and assigns, jointly or severally, firmly by these presents. The conditions of the above obligations are such that whereas said Contractor entered into a contract with the Jurisdiction, bearing date the 7S T day of OLT0 2021 , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: This project includes approximately 960 linear feet of sanitary sewer replacement, sanitary sewer manholes, sanitary sewer service reconnection, sanitary sewer abandonment, seeding/sodding, 8" PCC pavement, 6" PCC driveway, and 4" PCC sidewalk. To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to- wit: 1. PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and- hall indemnify and save harmless the Jurisdiction from all outlay and expense incurred'by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. PAYMENT: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until Project 0510—Page 1 of 4 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: cn A. To consent without notice to any extension of time to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. D. That no provision of this Bond or of any other contract shall be valid that limits to less than five year(s) (5) after the acceptance of the work under the Contract the right to sue on this Bond. E. That as used herein, the phrase "all outlay and expense" is not to be limited in any way, but shall include the actual and reasonable costs and expenses incurred by the Jurisdiction including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense"would include but not be limited to all contract or employee expense, all equipment usage or rental, materials, testing, outside experts, attorneys fees (including overhead expenses of the Jurisdiction's staff attorneys), and all costs and expenses of litigation as they are incurred by the Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction will be fully indemnified so that it will be put into the position it would have been in had the Contract been performed in the first instance as required. 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. 0 Ca :may 7 ~f F Project 0610—Paps 3 of 4 PRINCIPAL: SURETY: B.G.Brecke,Inc. United Fire&Casualty Company Printed Name of Contractor Officer Surety Company ame By . By Signature of Contractor Officer Signature of Attorney-i t Officer EXert'i'rive; ,(6 v f ' Dione R.Young,Attorney-in-Fact Title of Contractor Officer Printed Name of Attorney-in-Fact Officer Holmes,Murphy and Associates,LLC Company Name of Attorney-in-Fact 2727 Grand Prairie Parkway Company Address of Attorney-in-Fact Waukee,IA 50263 City, State, Zip Code of Attorney-in-Fact (515)223-6800 Telephone Number of Attorney-in-Fact a 0 '.C' Project 0510—Page 4 of 4 UNITED FIRE&CASUALTY COMPANY,CEDAR RAPIDS,IA Inquiries: Surety Department UNITED FIRE&INDEMNITY COMPANY,WEBSTER,TX 118 Second Ave SE FINANCIAL PACIFIC INSURANCE COMPANY,ROCKLIN,CA Cedar Rapids,IA 52401 INSURANCE CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company—See Certification) KNOW ALL PERSONS BY THESE PRESENTS,That United Fire&Casualty Company,a corporation duly organized and existing under the laws of the State of Iowa; United Fire& Indemnity Company, a corporation duly organized and existing under the laws of the State of Texas; and Financial Pacific Insurance Company,a corporation duly organized and existing under the laws of the State of California(herein collectively called the Companies),and having their corporate headquarters in Cedar Rapids,State of Iowa,does make,constitute and appoint CRAIG E. HANSEN, JAY D. FREIERMUTH, BRIAN M. DEIMERLY, CINDY BENNETT, ANNE CROWN, TIM MCCULLOH, STACY VENN, SHIRLEY BARTENHAGEN, DIONE R. YOUNG, KEVIN J. KNUTSON, MICHELLE GRUI'KATHLEEN BREWER, SETH D. ROOKER, STACIE CHRISTENSEN, SHELBY GREINER, EACH INDIVIDUALLY i'w a AY their true and lawful Attorney(s)-in-Fact with power and authority hereby conferred to sign, seal and execute in$behalfVlawful bonds, undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed $100,000,000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney,pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by United Fire&Casualty Company,United Fire& Indemnity Company,and Financial Pacific Insurance Company. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15,2013,by the Boards of Directors of United Fire&Casualty Company,United Fire&Indemnity Company,and Financial Pacific Insurance Company. "Article VI—Surety Bonds and Undertakings" Section 2,Appointment of Attorney-in-Fact. "The President or any Vice President,or any other officer of the Companies may,from time to time,appoint by written certificates attorneys-in-fact to act in behalf of the Companies in the execution of policies of insurance,bonds,undertakings and other obligatory instruments of like nature. The signature of any officer authorized hereby,and the Corporate seal,may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby; such signature and seal,when so used,being adopted by the Companies as the original signature of such officer and the original seal of the Companies,to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys-in-fact,subject to the limitations set of forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal the Companies thereto. The President or any Vice President,the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney-in-fact. IN WITNESS WHEREOF,the COMPANIES have each caused these presents to be signed by its :,,,,,,r,,, ‘``yt1ND'61:"P� 015sl, * vice president and its corporate seal to be hereto affixed this 15th day of January, 2014 tit CORPORATE CORPORATE V. if. UNITED FIRE&CASUALTY COMPANY =' 2= 1666 '` UNITED FIRE&INDEMNITY COMPANY SEAL � SEAL e � '.0 � '�: /' +Q '''ee, „. • � ,,,FOP". � FINANCIAL PACIFIC INSURANCE COMPANY %%n a T:04 *Nmnmiw oo "'9rnuuunuvo°`�`� By: 9i,,..,..44— State of Iowa,County of Linn,ss: Vice President On 15th day of January, 2014, before me personally came Dennis J. Richmann to me known,who being by me duly sworn,did depose and say;that he resides in Cedar Rapids,State of Iowa;that he is a Vice President of United Fire & Casualty Company, a Vice President of United Fire & Indemnity Company, and a Vice President of Financial Pacific Insurance Company the corporations described in and which executed the above instrument; that he knows the seal of said corporations; that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporations. µu a Patti Waddell z Iowa Notarial Seal fN'"— Commission number 713274 Notary Public ow► My Commission Expires 10/26/2022 My commission expires: 10/26/2022 I,Mary A.Bertsch,Assistant Secretary of United Fire&Casualty Company and Assistant Secretary of United Fire&Indemnity Company,and Assistant Secretary of Financial Pacific Insurance Company,do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit,and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney,with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS,and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has not been revoked and is now in full force and effect. In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Corporations this day of , 2021 . vi-%I �Q�� COAI'OAATEF. CORPORATE g F°p _� _ _ By `��t lrti f�c��/d�'h' • Sa • %I. 1666 1roe _. 0_. SEAL � SEAL ?Z••.[� sOn % q. " �!/FOP?' ,\� Assistant Secretary, ' , o\``° ....... Oj,,,,,,nnRro,,,° UF&C&UF&I&FPIC BPOA0049 1217 CITY OF IOWA CITY 410 East Washington Street Iowa City,Iowa 52240- 1826 (319)356 - 5000 (319) 356 - 5009 FAX ENGINEER'S REPORT www.icgov.org December 19, 2022 City Clerk Iowa City, Iowa Re: Nevada Avenue Sanitary Sewer Replacement Project Dear City Clerk: I hereby certify that the Nevada Avenue Sanitary Sewer Replacement Project has been completed by B.G. Brecke, Inc. of Cedar Rapids, Iowa, in substantial accordance with the Project Manual developed by the Anderson-Bogert Engineers & Surveyors, Inc. of Cedar Rapids, Iowa. The project was bid as a unit price contract and the final contract price is $519,771.60. There were three (3) change orders on this project as follows: 1. Extra Shoring and Bracing —$9,500.00 2. Temporary Seeding for Summer Stabilization — $6,025.00 3. Adjustment for Final Quantities—$1,012.12 Total Cost Difference for Change Orders was $16,537.12 I recommend that the above-referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, PE City Engineer Prepared by: Joe Welter,Engineering Division, Public Works,410 East Washington Street, Iowa City,Iowa 52240(319)356-5144 Resolution No. 73-05 Resolution accepting the work for the Nevada Avenue Sanitary Sewer Replacement Project Whereas, the Engineering Division has recommended that the work for construction of the Nevada Avenue Sanitary Sewer Replacement Project, as included in a contract between the City of Iowa City and B.G. Brecke, Inc. of Cedar Rapids, Iowa, dated October 28, 2021, 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 Nevada Avenue Sanitary Sewer Replacement, Account Number V3147; and Whereas, the final contract price is $519,771.60. 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 10th day of January , 2023 �{May r Approved by Attest: C(-," ,<Q Cit Clerk City Attor y's Office (Liz Craig - 12/27/2022) It was moved by Dunn and seconded by Bergus the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: x Alter X Bergus x Harmsen x Taylor x Teague X Thomas X Dunn