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HomeMy WebLinkAboutCOURT HILL TRAIL - BEECH TO SCOTT REPLACEMENT PROJECT 2024COURT HILL TRAIL - BEECH TO SCOTT REPLACEMENT PROJECT 2024 2024-Nov-04 Plans, Specs, Project Manual 2024-Nov-04 Res No. 24-276: Setting public hearing 2024-Nov-11 Notice of public hearing 2024-Nov-19 Res No. 24-288: Approving project manual & estimate of cost for construction 2024-Nov-21 Notice to bidders 2025-Jan-07 Res No. 25-06: Awarding contract for construction 2025-Aug-28 Engineer's report 2025-Sep-16 Res No. 25-223: Accepting the work 2025-Sep-17 Performance, payment & maintenance bond l - 1 iir ® aftill 'MITI CITY OF IOWA CITY UNESCO CITY OF LITERATURE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT MANUAL FOR THE FORMAL ' COURT HILL TRAIL 2025 PROJECT? IOWA CITY, IOWA November 4, 2024 -- 0005 CERTIFICATIONS PAGE TARA V ALL=N fi - 7UMViA[T f LAWRENCE • P27743 %// izf�i,,`'`*IOWA��,`������� irrJilt>,t 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. G Tara A. Z. Lawrence, PE Date License Number: P27743 My license renewal date is December 31, 20 25 Pages or sheets covered by this seal: Entire Bound Document rn �'• N Court Hill Trail 2025 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 12 9300 - SITE FURNISHINGS 8020 - PAVEMENT MARKINGS DRAWINGS IL Court Hill Trail 2025 Project 0010 — Page 1 of 1 0100 NOTICE TO BIDDERS COURT HILL TRAIL 2025 PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 11th day of December 2024. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 7th day of January 2025, or at special meeting called for that purpose. The Project will involve the following; Replacement of HMA trail with 6" PCC pavement, 9" street patching, general site grading, storm sewer, and ADA curb ramp improvements located along Court Hill Trail between Beech Street and Scott Boulevard. All work is to be done in strict compliance with the Project Manual prepared by Shive-Hattery, Inc., of Cedar Rapids, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, .,apd shall guarantee the prompt payment of all materials and labor, and also protect and save har01 ess 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 five _(5) year(s) from and after its completion and formal acceptance by the City Council..,--, C> ry Court Hill Trail 2025 Project 0100 — Page 1 of 3 The following limitations shall apply to this Project: Early Start Date (Tree Clearing Only): March 10, 2025 Late Start Date (Trail and Street Patching): April 14, 2025 Substantial Completion Date: June 13, 2025 Final Completion Date: September 30, 2025 Each date will have separate and possible concurrently running liquidated damages based on $1000 per working or calendar days in each phase. Liquidated damages will start if work is not completed based on the following milestones. Phase 2 includes an incentive of $1000 for each calendar day remaining after completion with a maximum total incentive of $5000. Phase 1: Tree Clearing and Removal • All trees must be felled and removed from the site by April 1, 2025 • Traffic Control and Trail closure as shown shall be installed prior to work and removed prior to Phase 2 work. • Milestone Completion Date - April 1, 2025 Phase 2: Street Patching • 14 Calendar Days are allowed for this critical closure work. Calendar day count will start upon installation of Scott Boulevard Lane closure, and end upon the removal of traffic control and re -opening of Scott Boulevard. Start of Phase 2 may be postponed if weather conditions requiring City Street plowing operations during this time. Any postponement of start date shall be agreed upon in writing with the City Engineer. Phase 3: Trail 40 Working Days are allowed for this work. Contractor is allowed to start Phase 2 and Phase 3 concurrently. Calendar Days for Phase 2 work and Working Days for Phase 3 work shall be counted concurrently if Phase 3 begins at any time before the completing of Phase 2. If completed separately working day count for Phase 3 will start upon removal of street lane closure. • Contractor shall install Type 4 Temporary Seeding if Phase 3 work is completed before the established Fall Permanent Seeding time window identified in SUDAS Section 9010. Permanent Seeding with Type 1 Permanent Lawn Mixture shall be completed during the Fall Permanent Seeding time window. Working Days allowed for all seeding work is included with Phase 3 work. Working day counting may be paused upon approval of the City only after substantial completion of all other project improvements and after the installation of Temporary Seeding. Working day count shall resume when during the Permanent Seeding window to complete the seeding portion of the project. 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 Shive-Hattery, Inc., 222 Third Avenue SE, Suite 300, Cedar Rapids, Iowa 52406-1803 Prospective bidders are advised that the City of Iowa City desires to employ minority,,gontractors and subcontractors on City projects. A listing of Targeted Small Business contrarrs can be obtained from the Iowa Department of Administrative Services at (515) 242-5120. Bidders shall list on the Proposal the names of persons, firms, companies dh'other..PartiesITwith whom the bidder intends to subcontract. This list shall include the type of wotk;and approximate subcontract amount(s). ;. - Court Hill Trail 2025 Project 0100 --rage 2 of 3 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 GRACE, CITY CLERK FT-1 v� Court Hill Trail 2025 Project 0100 — Page 3 of 3 0110 NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATED COST FOR THE COURT HILL TRAIL 2025 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 Court Hill Trail 2025 in said city at 6:00 p.m. on the 19th day of November, 2024, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 East Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. This project includes replacement of HMA trail Replacement of HMA trail with 6" PCC pavement, 9" street patching, general site grading, storm sewer, and ADA curb ramp improvements located along Court Hill Trail between Beech Street and Scott Boulevard. Said Project Manual and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said Project Manual or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. Kellie K. Grace, City Clerk Court Hill Trail 2025 Project 0110 — Page 1 of 1 0200 INSTRUCTIONS TO BIDDERS Court Hill Trail 2025 PROJECT Optional Pre -Bid Meeting: a. No Pre -Bid Meeting is planned for this project. 2. Bid Submittals: a. Time, Date and Location: 3:00 P.M., December 11, 2024 City Clerk's Office 410 East Washington Street Iowa City, Iowa 52240 b. Submittals include two separate sealed envelopes: Envelope 1: Bid Security and Bidder Status Form Envelope 2: Proposal C. See Section 1020, as may be supplemented, for complete descriptions of proposal requirements and conditions. 3. Bidder Status: a. Use the Bidder Status Form included in Section 0405. b. Submit in accordance with 0200.2.b above. C. See Section 0405 for the Worksheet: Authorized to Transact Business and 875 Iowa Administrative Code Chapter 156 (73A), found at the following website: https://www.legis.iowa.gov/docs/iac/chapter/08-15-2018.875.156.pdf, for assistance in completing the form. 4. Bid Security: a. Use the Bid Bond Form included in Section 0410. b. Submit in accordance with 0200.2.b above. C. Bid security is 10% of the total bid, including all added alternates (do not deduct the amount of deducted alternates). d. See Section 1020, as may be supplemented, for a complete description of the bid security requirements. 5. Progress and Schedule: a. The following limitations shall apply to this Project: Early Start Date (Tree Clearing Only): March 10, 2025 Late Start Date (Trail and Street Patching): April 14, 2025 , Substantial Completion Date: August 30, 2025 Final Completion Date: September 30, 2025' Each date will have separate and possible concurrently rUnnin4L liquidated damages based on $500 per working days in each phase. Liquidated daceages will start if work is not completed based on the following milbstor Phase 2 includes an incentive of $1000 for each calendar day remaining aftEn--completion with a maximum total incentive of $5000. Court Hill Trail 2025 Project 0200 — Page 1 of 4 Phase 1: Tree Clearing and Removal • All trees must be felled and removed from the site by April 1, 2025 • Traffic Control and Trail closure as shown shall be installed prior to work and removed prior to Phase 2 work. • Milestone Completion Date - April 1, 2025 Phase 2: Street Patching • 14 Calendar Days are allowed for this critical closure work. Calendar day count will start upon installation of Scott Boulevard Lane closure, and end upon the removal of traffic control and re -opening of Scott Boulevard. Start of Phase 2 may be postponed if weather conditions requiring City Street plowing operations during this time. Any postponement of start date shall be agreed upon in writing with the City Engineer. Phase 3: Trail • 40 Working Days are allowed for this work. Contractor is allowed to start Phase 2 and Phase 3 concurrently. Calendar Days for Phase 2 work and Working Days for Phase 3 work shall be counted concurrently if Phase 3 begins at any time before completing of Phase 2. If completed separately, working day count for Phase 3 will start upon removal of street lane closure. • Contractor shall install Type 4 Temporary Seeding if Phase 3 work is completed before the established Fall Permanent Seeding time window identified in SUDAS Section 9010. Permanent Seeding with Type 1 Permanent Lawn Mixture shall be completed during the Fall Permanent Seeding time window. Working Days allowed for all seeding work is included with Phase 3 work. Working day counting may be paused upon approval of the City only after substantial completion of all other project improvements and after the installation of Temporary Seeding. Working day count shall resume when during the Permanent Seeding window to complete the seeding portion of the project. b. Contract Times: Early Start Date (Tree Clearing Only): March 10, 2025 Late Start Date (Trail and Street Patching): April 14, 2025 Substantial Completion Date: June 13, 2025 Final Completion Date: September 30, 2025 C. 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. , J a». • = "" uV Court Hill Trail 2025 Project 0200 — Page 2 of 4 d. Community Events: i. The Contractor should look at community calendars to determine potential conflicts with planned construction activities and schedule. ii. The Contractor should make sure their activities are not impacting community events. iii. Community Events — None impacted in the project area. 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 insurance certificate, as an additional insured on a primary and non-contributory basis. Review this requirement with your insurance broker prior to bidding. b. See Section 1070, Part 3, as may be supplemented, for a complete description of the insurance requirements. 8. Taxes: a. Sales Tax Exemption Certificates will be issued according to Section 1020, 1.08 of the Supplemental Specifications. 9. Contract Compliance: a. For all contracts of $25,000 or more, the successful bidder shall abide by the requirements of the City's Contract Compliance Program, as described in the Section 0520. 10. Wage Theft Policy: a. For all contracts of $25,000 or more, the successful bidder shall abide by the requirements of the City's Wage Theft Policy, as described in Section 0530. 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 nab, address and phone number of the contact person, for City verification. - 12. Contract Documentation: a. The Contractor must demonstrate an active subscription to Doc-E;xpress (program by Info Tech, Inc.) is maintained. Doc Express will be -used Id process documentation, including, but not limited to, contract documents,'change orders, shop drawings, certificates, equipment lists, progress payments, And other electronic submittals. Court Hill Trail 2025 Project 0200 — Page 3 of 4 b. Record documentation is required on all projects in accordance with Section 1090, 1.08.E of the Supplemental Specifications. Liquidated damages will be considered if adequate record documentation is not submitted by the Final Completion Date. Court Hill Trail 2025 Project 0200 — Page 4 of 4 INSERT IN ENVELOPE 2 0400 PROPOSAL COURT HILL TRAIL 2025 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., CIJ =*- V Court Hill Trail 2025 Project 0400 — Page 1 of 5 INSERT IN ENVELOPE 2 BID ESTIMATED UNIT EXTENDED ITEM DESCRIPTION UNITS QUANTITY PRICE AMOUNT 1 Clearing and Grubbing Unit 91 Topsoil, Strip and 2 Respread CY 347 3 Excavation, Class 10 CY 428 4 Subgrade Preparation SY 174 5 Modified Subbase, 6" SY 1,889 Pipe Culvert, Trenched, 6 RCP, 18" LF 200 7 Pipe Apron, RCP, 18" EA 3 8 Intake, SW-512, 24" EA 3 Intake, SW-508, Tops 9 Only EA 2 Manhole Adjustment, 10 Minor EA 1 11 Remove Intake Top EA 2 Pavement, PCC, 9" 12 CSUD SY 205 Removal of Shared Use 13 Path SY 1,096 Shared Use Path, PCC, 14 6" CSUD SY 1,255 Special Subgrade Preparation for Shared 15 Use Path SY 1,715 16 Detectable Warning SF 40 17 Pavement Removal SY 220 Painted Pavement Markings, Solvent 18 Waterborne STA 4.2 Painted Pavement 19 Markings, High -Build STA 1.3 Painted Pavement 20 Markings, Removed STA 2.1 Grooves Cut for 21 Pavement Markings STA 4.2 Temporary Traffic,- 22 Control LS 1 Portable Dynamic - ` �T ._ 23 Message Signs (PDMS) DAY 21 Traffic Signs, Multi -Use"' ry 24 Trail Signs EA 2 Court Hill Trail 2025 Project 0400 — Page 2 of 5 INSERT IN ENVELOPE 2 BID ITEM DESCRIPTION UNITS ESTIMATED UNIT EXTENDED QUANTITY PRICE AMOUNT Hydraulic Seeding, 25 Fertilizing, Mulching AC 0.6 26 Filter Sock, 8" LF 1,159 27 Filter Sock Removal LF 1,159 28 Rip Rap, Type E TON 18 Stabilized Construction 29 Entrance SY 38 30 Inlet Protection Device EA 2 Inlet Protection Device 31 Maintenance EA 2 32 Safety Fence LF 526 33 Construction Survey LS 1 34 Mobilization LS 1 35 Concrete Washout LS 1 36 Bollard EA 3 TOTAL EXTENDED AMOUNT = $ The Bidder may submit computer -generated unit price table in accordance with the Special Provisions. �-, C) .& x> r -` Court Hill Trail 2025 Project 0400 — Page 3 of 5 INSERT IN ENVELOPE 2 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NOTE: All subcontractors are subject to approval by City of Iowa City. y - < x .,.. t r— � fs Court Hill Trail 2025 Project 0400 — Page 4 of 5 INSERT IN ENVELOPE 2 The undersigned Bidder is a/an: ❑ Individual, Sole Proprietorship ❑ Partnership ❑ Corporation ❑ Limited Liability Company ❑ Joint venture ❑ Other Its Public Registration Number issued by the Iowa Commissioner of Labor, pursuant to Section 91 C.5 of the Iowa Code is: Failure to provide said Registration Number shall result in the bid being read under advisement. A contract will not be executed until the Contractor is registered to do business in the State of Iowa. Bidder's Name Signature Printed Name Title Street Address City, State, Zip Code r-a Telephone Number; C- NOTE: The signature on this proposal must be an original signature in ink; codes; fa'imiles, or electronic signatures will not be accepted. Court Hill Trail 2025 Project 0400 — Page 5 of 5 INSERT IN ENVELOPE 1 0405 BIDDER STATUS FORM All bidders must submit the following completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chanter 156. To be completed by all bidders Part A ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the Worksheet: Authorization to Transact Business). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a non-resident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B. Dates: to Address: (mm/dd/yyyy) City, State, Zip Code: Dates: to Address: (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? ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. M You may attach additional sheet(s) if needed. e 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 know%�11 and I knovT" my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: " Signature: Date: Court Hill Trail 2025 Project 0405 - Page 1 of 2 INSERT IN ENVELOPE 1 WORKSHEET: AUTHORIZATION TO TRANSACT BUSINESS This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa Secretary of State, has filed its most recent biennial report with the Secretary of State, and has neither received a certificate of withdrawal from the Secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa Secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. C.) a Court Hill Trail 2025 Project 0405 — Page 2 of 2 INSERT IN ENVELOPE 1 0410 BID BOND FORM COURT HILL TRAIL 2025 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 Court Hill Trail 2025 Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a security for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid security shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the security, as provided in the Project Manual or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its security shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid security this day of , A.D., 20. Witness Witness (Seal) Principal By: , (Tit[e): _. Surety = By: (Attorney -in -fact) Attach Power -of -Attorney, if applicable Court Hill Trail 2025 Project 0410 — Page 1 of 1 0500 CONTRACT COURT HILL TRAIL 2025 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 4thth day of November 2024, for the Court Hill Trail 2025 ("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. CID l i N Court Hill Trail 2025 Project 0500 — Page 1 of 2 3 The names of those persons, firms, companies or other parties, acknowledged by the City, with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows (or shown on an attachment): DATED this day of , 20 (The City of Iowa City will date this Contract after all signatures are obtained) City Contractor By: Signature of City Official Signature of Contractor Officer Printed Name of City Official ATTEST: By: City Clerk (for Formal Projects only) APPROVED BY: City Attorney's Office Printed Name of Contractor Officer Title of Contractor Officer ATTEST: By: (Company Official) Court Hill Trail 2025 Project 0500 — Page 2 of 2 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND COURT HILL TRAIL 2025 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: Replacement of HMA trail with 6" PCC pavement, 9" street patching, general site grading, storm sewer, and ADA curb ramp improvements located along Court Hill Trail between Beech Street and Scott Boulevard. To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: Performance: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. Payment: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing matigials for or performing labor in the performance of the Contract on account of which this Bdrid is given, including but not limited to claims for all amounts due for labor, materials, lubfjcants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or usedby the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of th-e contract price the Jurisdiction is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporation*..pnless the Court Hill Trail 2025 Project 0510 — Page 1 of 4 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 year(s) (_) 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 year(s) (_) 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 Docurr i�its, that all agreements and promises set forth in the Contract and Contract Detume,nts, in approved change orders, and in this Bond will be fulfilled, and that thF ;turisdiction 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: N ry Court Hill Trail 2025 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. t 0 r� Court Hill Trail 2025 Project 0510 — Page 3 of 4 PRINCIPAL: Printed Name of Contractor Officer 0 Signature of Contractor Officer Title of Contractor Officer NOTE: SURETY: Surety Company Name By Signature of Attorney -in -Fact 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 1. All signatures on this performance, payment, and maintenance bond must be original signatures in ink; copies, facsimile, or electronic signatures will not be accepted. 2. This bond must be sealed with the Surety's raised, embossing seal. 3. The Certificate or Power of Attorney accompanying this bond must be valid on its face and sealed with the Surety's raised, embossing seal. 4. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this bond must be exactly as listed on the Certificate or Power of Attorney accompanying this bond. .,. j - rT 1� yv Court Hill Trail 2025 Project 0510 — Page 4 of 4 0520 CONTRACT COMPLIANCE SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. Provisions: 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 subcontractoits abide by the City's Human Rights Ordinance. The City's protected classes are listed ablowa City City Code Section 2-3-1.�' �.. E-5 ry Court Hill Trail 2025 Project 0520 — Page 1 of 6 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their 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) Phone Number Street Address CD City, State, Zip bode r -j Y ry ry Court Hill Trail 2025 Project 0520 — Page 2 of 6 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Print Name Title Date C.D 7 Court Hill Trail 2025 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. 2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. y (f) Review the job application to ensure that only job related questions are:�sked. Ask yourself "Is this information necessary to judge an applicant's ability to;Aerform 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 lai i' Bused Court Hill Trail 2025 Project 0520 — Page 4 of 6 and subjective judgments in personal interviews can be a major source of discrimination. (h) Improve hiring and selection procedures and use non -biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. 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://codeIibrary.amIegal.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. ::�:J c , t n Via''�8 r.� Court Hill Trail 2025 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 Equal Employment Opportunity (EEO) officer or legal counsel to formulate a policy which specifically meets the needs of your company. tz Court Hill Trail 2025 Project 0520 — Page 6 of 6 0530 WAGE THEFT POLICY It is the policy of the City of Iowa City, as expressed by City Council Resolution No. 15-364 adopted on November 10, 2015, not to enter into certain contracts with, or provide discretionary economic development assistance to, any person or entity (including an owner of more than 25% of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, for a period of five (5) years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter "Wage Theft Policy") I. Application. The Wage Theft Policy applies to the following: a. Contracts in excess of $25,000 for goods, services or public 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 th acts giving rise to the violation(s); , Court Hill Trail 2025 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. P � 41 i� Court Hill Trail 2025 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. 1 am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither ["contracting entity"] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. Signature Court Hill Trail 2025 Project 0530 — Page 3 of 3 SUDAS STANDARD SPECIFICATIONS The City of Iowa City has adopted the SUDAS Standard Specifications for use on all public improvement projects and construction within the public right-of-way. The SUDAS Standard Specifications are incorporated herein by reference. Copies of the current version of the SUDAS Standard Specifications Manual can be obtained from the SUDAS website at: https:Hiowasudas.org/manuals/specifications-manual/. These specifications are kept on file in the City Engineer's Office and will be made available for viewing by City staff and the public. Previous editions of the SUDAS Standard Specifications can be found here: https://iowasudas.org/archived-specifications/. CA k �M W Court Hill Trail 2025 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. C } ZE �. _. Yr (V C .) Court Hill Trail 2025 Project Page 1 of 1 SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the Supplemental Specifications to the 2024 Edition of the SUDAS Standard Specifications Manual for use on all public improvement projects and construction within the public right-of-way. The Supplemental Specifications are incorporated herein by reference. Copies of the current version can be obtained at: https://www.iowa- city.org/weblink/O/edoc/l845668/CIC%2OSupplemental%20SPecs.pdf or are available in the City Engineering Division Office. tom., wa-r �* "5 �nL :< F.r.._:x fT1 W Court Hill Trail 2025 Project Page 1 of 1 SPECIAL PROVISIONS The City of Iowa City allows bidders to submit a computer -generate attachment, hereinafter referred to as unit price attachment, in lieu of completing that portion of the Proposal identifying the bid items, description, unit, quantity, and unit prices. See Section 1020, 1.09.6, for details on preparing a computer -generated unit price attachment. This project includes several additional modifications to the SUDAS Standard Specifications beyond the Supplemental Specifications referenced earlier in this Project Manual. 1. ADD Section 12 9300 — Site Furnishings 11 Court Hill Trail 2025 Project Page 1 of 8 SECTION 12 9300 SITE FURNISHINGS PART 1 GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Bollards 1.2 REFERENCES A. ASTM Testing Standards: 1. ASTM B 117 - Standard Practice for Operating Salt Spray (Fog) Apparatus. 2. ASTM D 522 - Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings. 3. ASTM D 523 - Standard Test Method for Specular Gloss. 4. ASTM D 2247 - Standard Practice for Testing Water Resistance of Coatings in 100% Relative Humidity. 5. ASTM D 2794 - Standard Test Method for Resistance of Organic Coatings to the Effects of Rapid Deformation (Impact). 6. ASTM D 3359 - Standard Test Methods for Measuring Adhesion by Tape Test. 7. ASTM D 3363 - Standard Test Method for Film Hardness by Pencil Test. 8. ASTM G 155 - Standard Practice for Operating Xenon Arc Light Apparatus for Exposure of Non -Metallic Materials. 9. ISO Testing Standards: a. ISO 1520 - Paints and Varnishes - Cupping Test b. ISO 2815 - Paints and Varnishes - Buchholz Indentation Test 10. ANSI/BIFMA Testing Standards: a. ANSI/BIFMA X5.4-2005 -Standard Test for Lounge Seating. 1.3 SUBMITTALS A. Product Data: Submit manufacturer's product data, storage and handling requirements and recommendations, installation methods and available colors, styles, patterns and textures. B. Samples for Initial Selection: For units with factory -applied color finishes. Submit manufacturer's samples of materials, finishes, and colors. C. Shop Drawings: Submit manufacturer's shop drawings, including plans and elevations, indicating overall dimensions. D. Maintenance Data: For site furnishings to include in maintenance manuals. .i E. Warranty: Manufacturer's standard warranty. c...� Court Hill Trail 2025 Project Page 2 of 8 1.4 QUALITY ASSURANCE A. Manufacturer's Qualifications: Manufacturer regularly engaged in manufacture of site furnishings since 1969. B. Product Support: Products are supported with complete engineering drawings and design patents. C. Base Worth: An installed base of products worth in excess of one hundred million dollars. D. Assets: Excess of twenty million dollars in assets. E. Production: Orders are filled within a 40-day schedule. F. Facility Operator: Welders and machine operators are certified. 1.5 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying product name and manufacturer. B. Storage: Store materials in clean, dry area in accordance with manufacturer's instructions. Keep materials in manufacturer's original, unopened containers and packaging until installation. C. Handling: Protect materials and finish during handling and installation to preventdamage. 1.6 MANUFACTURER WARRANTY A. Manufacturer Warranty Information: 1. Products will be free from defects in material and/or workmanship for a period of three years from the date of invoice. 2. The warranty does not apply to damage resulting from accident, alteration, misuse, tampering, negligence, or abuse. 3. Manufacturer shall, at its option, repair, replace, or refund the purchase price of any items found defective upon inspection by an authorized Manufacturer service representative. 4. Purchasers should be aware that normal use of these high -quality products can result in superficial damage affecting the finish. Scratches, nicks, and dents are to be considered normal wear and tear and are not the responsibility of the manufacturer. PART 2 PRODUCTS 5 2.1 BOLLARDS A. Provide Qty 3 Removable Bollards with Receiver Bases and Receiver Covers, b Reliance Foundry or approved equal, and Qty 3 Bollard Receiver Bases and Recgi er Covers. 1. Model: R-8464 Removable Bollard a 2. Finish: Stainless Steel, White Reflective Stripe -- r 3. Mounting: Removable N 4. No lighting component.' 5. Provide physical color samples and Shop Drawing to Engineer for approval. Contact Reliance Foundry at 877.789.3245 or reliance-foundry.com. Court Hill Trail 2025 Project Page 3 of 8 B. Provide Qty 2 Bollards, by Reliance Foundry or approved equal. 1. Model: R-9460 Stainless Steel Bollard 2. Finish: Stainless Steel, White Reflective Stripe 3. Mounting: Embedded 4. No lighting component. 5. Provide physical color samples and Shop Drawing to Landscape Architect for approval. Contact Reliance Foundry at 877.789.3245 or reliance-foundry.com. 2.2 FABRICATION A. Metal Components: Form to required shapes and sizes with true, consistent curves, lines, and angles. Separate metals from dissimilar materials to prevent electrolytic action. B. Welded Connections: Weld connections continuously. Weld solid members with full-length, full -penetration welds and hollow members with full -circumference welds. At exposed connections, finish surfaces smooth and blended, so no roughness or unevenness shows after finishing and welded surface matches contours of adjoining surfaces. C. Pipes and Tubes: Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain cylindrical cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of handrail and railing components. D. Preservative -Treated Wood Components: Complete fabrication of treated items before treatment if possible. If cut after treatment, apply field treatment complying with AWPA M4 to cut surfaces. E. Exposed Surfaces: Polished, sanded, or otherwise finished; all surfaces smooth, free of burrs, barbs, splinters, and sharpness; all edges and ends rolled, rounded, or capped. F. Factory Assembly: Assemble components in the factory to greatest extent possible to minimize field assembly. Clearly mark units for assembly in the field. 2.3 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. PART 3 EXECUTION 3.1 EXAMINATION A. Examine areas and conditions, with Installer present, for compliance with requirements for correct and level finished grade, mounting surfaces, installation tolerances, arid; other conditions affecting performance. B. Notify Architect of conditions that would adversely affect installation of subsequerituse. C. Do not begin installation until unacceptable conditions are corrected. t,a Court Hill Trail 2025 Project Page 4 of 8 3.2 INSTALLATION, GENERAL A. Comply with manufacturer's written installation instructions unless more stringent requirements are indicated. Complete field assembly of site furnishings where required. B. Unless otherwise indicated, install site furnishings after landscaping and paving have been completed. C. Install site furnishings level, plumb, true, and securely anchored at locations indicated on Drawings. 3.3 ADJUSTING A. Finish Damage: Repair minor damage to finish including touch-up scratches and abrasions to be invisible to the unaided eye from a distance of 4 feet, in accordance with manufacturer's instructions and as approved by Engineer. B. Component Damage: Remove and replace damaged components that cannot be successfully repaired as determined by Engineer. 3.4 CLEANING A. After completing site furnishing installation, inspect components. Remove spots, dirt, and debris. Repair damaged finishes to match original finish or replace component. Do not use harsh cleaning methods or methods that could damage finish. 3.5 PROTECTION A. Protect site furnishings to ensure that, except for normal weathering, stacked cube seating will be without damage or deterioration at time of Substantial Completion. END OF SECTION t"7 t Court Hill Trail 2025 Project Page 5 of 8 2. REPLACE the Iowa City Supplemental Specification Section 8020 with the following: r Court Hill Trail 2025 Project Page 6 of 8 SECTION 8020 — PAVEMENT MARKINGS (REPLACE) 1.07 SPECIAL REQUIREMENTS A. A pre -paint meeting will be coordinated with the Engineer at least two (2) full business days in advance of planned installation. Additional advanced notice and coordination is preferred. B. The standard width of pavement markings is four (4) inches unless otherwise noted or approved by the Engineer. 2.01 MATERIALS B. Pavement marking materials include: 2. Painted Pavement Markings: a. All new painted pavement markings, excluding symbols and legends, shall be High -Build waterborne paint complying with Iowa DOT Section 2527 and Iowa DOT Section 4183 unless otherwise approved by the Engineer. b. All new painted pavement symbols and legends shall be Methyl methacrylate (MMA), two component paint complying with Iowa DOT Section 2527 and Iowa DOT Section 4183 unless otherwise approved by the Engineer. 3.01 MATERIALS C. Pavement Marking Removal 4. (ADD) Removing pavement markings shall be done by water blasting unless grinding is approved by the Engineer. 3.02 CONSTRUCTION A. General 3. (ADD) Comply with the current version of the MUTCD as well as Figure 8020.101 of the Iowa City Supplemental Specifications for paint lines, symbols, and other markings. H. Removal of Pavement Markings 2. Process: d. (REPLACE) Removing pavement markings shall be done --by water blasting unless grinding or another method is approved by the Jurisdict'Lon. Open abrasive blasting or dry grinding without containment is not..allowed!; =". f'U Court Hill Trail 2025 Project Page 7 of 8 FIGURES (ADD) Figure 8020.101 — Line Types .� C) Court Hill Trail 2025 Project Page 8 of 8 DRAWINGS A.01 COVER A.02 LEGEND AND GENERAL NOTES A.03 REMOVAL PLAN B.01 TYPICAL SECTION AND DETAILS C.01 ESTIMATED QUANTITIES AND ESTIMATE REFERENCE NOTES C.02 ESTIMATE REFERENCE NOTES C.03 TABULATIONS D.01 PLAN AND PROFILE D.02 PLAN AND PROFILE D.03 PLAN AND PROFILE F.01 GRADING AND EROSION CONTROL F.02 GRADING AND EROSION CONTROL G.01 GEOMETRIC CONTROL J.01 TRAFFIC CONTROL STAGING NOTES AND DETOUR PLAN J.02 DETOUR PLAN J.03 TRAIL DETOUR PLAN L.01 INTERSECTION PLAN L.02 INTERSECTION PLAN M.01 STORM SEWER PLAN AND PROFILE M.02 STORM SEWER PLAN AND PROFILE S.01 SIDEWALK PLAN W.01 CROSS SECTIONS W.02 CROSS SECTIONS W.03 CROSS SECTIONS W.04 CROSS SECTIONS E3 .. Court Hill Trail 2025 Project Page 1 of 1 DHNSON COUNTY 1os1 MILEAGE SUMMARY 09-27-94 LOCATION LIN. FT. MILES COURT HILL TRAIL (BEECH ST TO SCOTT BLVD) STA 100+00.00 TO STA 111+62.44 1162.44 0.22 TOTALS 1162.44 0.22 THE PROPOSED IMPROVEMENTS INCLUDED IN THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS MANUALS (SUDAS) AND THE CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS TO SUDAS STANDARD SPECIFICATIONS (LATEST EDITIONS) WITH NO DESIGN EXCEPTIONS. PLANS OF PROPOSED IMPROVEMENTS FOR CITY OF IOWA CITY JOHNSON COUNTY, IOWA COURT HILL TRAIL 2025 PROJECT LOCATION MAP NOT TO SCALE PLANS PREPARED FOR: r wil MIS®��,1 CITY OF IOWA CITY CITY COUNCIL: MAYOR BRUCETEAGUE AT LARGE MEGAN ALTER 1-800-292-8989 AT LARGE JOSH MOE IOWA The Utilities as shown on this drawing were AT LARGE MAZAHIR SALIH developed from the information available. This is DISTRICT A LAURA BERGUS ONE o not implied nor intended to be the complete DISTRICT B SHAWN HARMSEN CALL inventory of utilities in this area. It is the DISTRICT C ANDREW DUNN clients/contractors responsibility to verify the location of all utilities (whether shown or not) and protect said utilities from any damage. 711474 NOY —4 Ali 11: ?- . P i crL.��If1 10 vm CITY. 10WA TOTAL SHEETS: 24 SHEET INDEX SHEET NO. SHEET TITLE A.01 COVER SHEET A.02 LEGEND AND GENERAL NOTES A.03 REMOVAL PLAN B.01 TYPICAL SECTION AND DETAILS C.01 - C.02 ESTMIATED QUANTITIES AND ESTIMATE REFERENCE NOTES C.03 TABULATIONS D.Ot - D.03 PLAN AND PROFILE F.01 - F.02 GRADING AND EROSION CONTROL G-01 GEOMETRIC CONTROL J.01 - J.02 TRAFFIC CONTROL STAGING NOTES AND DETOUR PLAN L.01 - L.02 INTERSECTION PLAN M.01 - M.02 STORM SEWER PLAN AND PROFILE S.01 SIDEWALK PLAN W.01 - W.04 CROSS SECTIONS CITY OF IOWA CITY THIS ENGINEERING DOCUMENT IS RECOMMENDED FOR FILING WITH THE CITY CLERK (� 2 /j,- 4 � I /O �/A ' CITY ENGINEER OR DESIGNEE DATE CIVIL ENGINEER 0%IIIIIII1111lff pFE55fO,yq`O��i Wh. TARA •• Z % I HEREBY CERTIFY i TT ENGPiEERING DOLNMENT W0. PREPARED BY ME OR A UC AP�ROFESSowN�ENGNEUNDER�tH HAWS o � 10/25I2024 V ALLEN rn � ZUMWALT � DATE NNIE Tara Allen ZumweR Lawrence LAWRENCF P27743 ' •• •' ` ucENSE NULeEn 27743 NY LICENSE REN DATE IS DECELBER 31 1P[5 AN Sheet TS DR DrvIS covERED BY TI sEA J J N O o CN m In o (V o � o O N r N Z LL.I Lu m I— ❑ z Q j U w Z_ fn 'O LL V% a A.01 2 3 4 A B CONTACT NUMBERS City of Iowa City City Forestry TYLER BAIRD (319) 356-5100 Fire: Business EMERGENCY: 911 (319) 356-5260 Police: Business EMERGENCY:911 (319) 356-5275 Public Works: Engineering TYLER OLSON (319) 530-5019 Iowa One Call 811 Utilities LUMEN KRYSTLE SCHOON (319) 210-9642 CITY WATER MICHAEL WILLIS (319) 356-5160 CITY WASTEWATER JESSE EISTER (319) 631-1144 CITY FIBER BEN TOLAND (319) 356-5425 MIDAMERICAN ELECTRIC EVAN MANDLE (319) 341.4404 MIDAMERICAN GAS JOE RETEK (319) 930-6225 UNIVERSITY OF IOWA CHRIS HATLAND (319) 335-1357 UPN BRENT STRIEGEL (319) 491-4760 IMON JEREMY AHRENS (319) 504-7284 AUREON JEFF KLOCKO (515) 830-0445 WINDSTREAM STEPHEN KNESS (319) 538-1985 MEDIACOM DARWIN DRISCOLL (845) 204-5742 EMERGENCY WATER (319) 356-5166 GENERAL NOTES C 1. IF CONTRACTOR OBTAINS ADDITIONAL EASEMENTS FOR STORAGE OF EQUIPMENT AND MATERIALS, COPIES OF AGREEMENTS WITH THE PROPERTY OWNERS SHALL BE PROVIDED TO THE CITY. UPON COMPLETION OF THE USAGE OF THE ADDITIONAL EASEMENTS, CONTRACTOR SHALL ALSO OBTAIN WRITTEN ACCEPTANCE FROM THE OWNER AND PROVIDE A COPY TO THE ENGINEER. 2. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH CITY STAFF TO AVOID CONFLICTS WITH CRY EVENTS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR COORDINATING SCHEDULES AROUND EVENTS. GENERAL UTILITY NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SODAS) STANDARD SPECIFICATIONS, GENERAL SUPPLEMENTAL SPECIFICATIONS, AND SUPPLEMENTAL SPECIFICATIONS. 2. TRENCH BEDDING AND BACKFILL SHALL BE IN ACCORDANCE WITH FIGURE 3010.201, SHEETS 1-8, OF THE CITY OF IOWA CITY SUPPLEMENTAL SPECIFICATIONS. ALL PIPE TRENCHES LOCATED UNDER AND WITHIN S-FEET OF PAVED SURFACES SHALL BE BACKFILLED WITH CLASS A CRUSHED STONE (IOWA DOT GRADATION 1/11). 3. PRIOR TO CONSTRUCTING PROPOSED WATER MAINS, SANITARY SEWERS, STORM SEWERS, ETC., THE CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT LOCATIONS OF POTENTIAL CONFLICTS TO VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION. 4. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY CONDITION, SIZES, AND ELEVATIONS OF ALL CONNECTION POINTS TO EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION, INCLUDING FABRICATION OF STRUCTURES OR COMPONENTS. THE ENGINEER SHALL BE MADE AWARE OF ANY DISCREPANCIES. 5. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES VERBAL NOTICE TO IOWA ONE -CALL 1-80D-2928989, NOT LESS THAN 48 HOURS BEFORE EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS. 6. ADJUST ALL VALVES, MANHOLES, CASTINGS, HYDRANTS, ETC., TO MATCH THE NEW SURFACE FOR UTILITIES THAT ARE NOT TO BE ABANDONED OR REMOVED. COORDINATE WITH THE APPROPRIATE UTILITY OWNER. 7. REPLACE ANY PROPERTY MONUMENTS REMOVED OR DESTROYED BY CONSTRUCTION. MONUNMENTS SHALL BE SET BY A LAND SURVEYOR REGISTERED TO PRACTICE IN THE STATE OF IOWA AT THE CONTRACTORS EXPENSE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AS -BUILT CONDITIONS OF BOTH NEWLY CONSTRUCTED UTILITIES AND EXISTING UTILITIES WHERE THE EXISTING UTILITIES DIFFER FROM THAT SHOWN ON THE PLAN. THE INFORMATION SHALL INCLUDE THE HORIZONTAL AND VERTICAL LOCATIONS, SIZE, MATERIAL DATA, AND OTHER PERTINENT INFORMATION. 9. A FIVE-YEAR MAINTENANCE BOND COVERING DEFECTIVE MATERIALS AND WORKMANSHIP IS REQUIRED FOR ALL SANITARY SEWER, STORM SEWER, AND WATER MAIN IMPROVEMENTS TO BE DEDICATED TO THE CITY. STORM SEWER CONSTRUCTION NOTES A0 LEGEND EXISTING GENERAL SITE RAN MARK I DESCRIPTION ® EXISTING STRUCTURE Q BDl1ARD a SHRUB f 1 DECDUOUSTREE CONFBROUS TREE v SINGLE ROLE SIGN 4� DOUBLE POLE SIGN o�+ TRAFFIC SIGNAL WITH ARM •emu• TREE UNE MINOR CONTOUR - -620 - - MAJOR CONTOUR LEGEND RIGHT-OF-WAY PLAN MARK DESCRIPTION - - - ROW - - - PROPOSED RIGHT-OF-WAY EXISTING RIGHT-OF-WAY EXISTING PROPERTY LINE EXISTING EASEMENT ------------------ TEMPORARY EASMENT -------- ----- - PROPOSED EASEMENT LEGEND GENERAL SITE GRADING / EROSION CONTROL PLAN MARK DESCRIPTION SLOPE ARROW /L� - T/- FLOW ARROW wWVWw SILT FENCE INLET PROTECTION - - COMPOST SOCK GRADING LIMITS E LEGEND UTILITY LINES EXISTING WE TYPE DESCRIPTION PROPOSED LINE TYPE ELECTRG-OVERHEAD OE - - -F - - -- - ELECTRIC • UNDERGROUND - - -E- - GASMAN •W - WATER MAIN SANITARY SEWER >-- STORM SEWER TEL14ME-UNDERGROUND - - -T- - „- - FIBER OPTICS - - -FO- - 1. REFER TO GENERAL CITY UTILITY NOTES FOR ADDITIONAL INFORMATION. 2. ALL STORM SEWERS SHALL BE CLASS III RCP WITH CONFINED "0" RING GASKET JOINTS UNLESS NOTED OTHERWISE. STORM SEWERS 36" AND SMALLER SHALL HAVE BELL AND SPIGOT JOINTS. FABRIC WRAPPED JOINTS OR MASTIC JOINTS ARE NOT PERMITTED. 3. ALL PIPE SHALL BE CERTIFIED. 4. AT PLACES WHERE A FLARED END SECTION IS REQUIRED, PIPE LENGTH INCLUDES THE FLARED END. THE LASTTHREE JOINTS (FOR FLARED END SECTIONS AND LAST TWO PIPE SECTIONS) ARE TO BE TIED TOGETHER. S. ALL STORM INTAKES SHALL BE A MINIMUM OF 48 INCHES FROM TOP OF CURB/RIM TO SUBGRADE. IF INVERT ELEVATIONS ARE INSUFFICIENT TO PROVIDE THIS REQUIRED DEPTH, THE CONTRACTOR TO PROVIDE DEEPER STRUCTURE AND POUR CONCRETE FILLET IN INTAKE TO MAKE INTAKE PIPES DRAIN AT INVERT ELEVATIONS LISTED. 6. LIFT HOLES IN STORM SEWER WILL NOT BE ALLOWED. 7. SANITARY SEWER MAINS AND SERVICES CAN BE INSTALLED BY DIRECTIONAL DRILLING ACCORDING TO 5UDAS STANDARD SPECIFICATION SECTION 3020 AND THE FOLLOWING REQUIREMENTS: A. USE RESTRAINED JOINT PVC PIPE MANUFACTURED BY CERTAFLO GREENUNE SDR 21, CERTAINTEED CORPORATION, MALVERN, PENNSYLVANIA, OR APPROVED EQUAL B. THE PROPOSED PIPE SLOPE MUST BE 2.OD%OR GREATER. C. SANITARY SEWER MAINLINE SHALL BE INSPECTED BY A VIDEO CAMERA WITH AN INCLINOMETER. THE CONTRACTOR SHALL PROVIDE VIDEO TAPE RECORDING OF THE ENTIRE PIPE LENGTH WITH SLOPE INFORMATION DISPLAYED. RESULTS SHALL BE DELIVERED TO THE CITY INSPECTOR/ENGINEERING. 0. CONTRACTOR SHALL COORDINATE DIRECTIONAL DRILLING WITH THE IOWA CITY ENGINEERING DEPARTMENT. 8. MANHOLE AND INTAKE CASTINGS SHALL HAVE CITY OF IOWA CITY LOGO AND ONE CONCEALED PICK HOLE. MANHOLE FRAME AND LID TO BE NEENAH R-1642 SELF SEALING OR APPROVED EQUAL. 9. STORM SEWER PIPE CONNECTIONS TO STRUCTURES SHALL REQUIRE USE OF WATER STOP AND CONCRETE COLLARS. COMPLY WITH FIGURE 4020.211 OF THE SUPPLEMENTAL SPECIFICATIONS. 10. ALL STORM STRUCTURES SHALL BE WATERTIGHT. WATER STOP SHALL BE USED IN ALL FIELD CONSTRUCTION JOINTS AND COLD JOINTS. 11. ON ALL CURB INTAKES, PLACE MANHOLE OPENING OVER DISCHARGE SIDE OF THE STRUCTURE. 22. MANHOLES OR INTAKES TO BE TURNED OVER TO THE CITY ARE NOT TO INCLUDE STEPS. 13. MANHOLES PLACED IN PAVEMENT OR IN THE PARKWAY (BETWEEN THE SIDEWALK AND STREET) SHALL BE FLUSH WITH THE FINISH GRADE. 14. MANHOLE CHIMNEY SEALING SHALL BE EXTERNAL INFI-SHIELD UNIBAND, CRETEX OR APPROVED EQUAL INTERNAL CHIMNEY SEALS BY CRETEX OR APPROVED EQUAL WILL BE ALLOWED ONLY IN PROPOSED PAVED AREAS WHERE SUP -FORM PAVING WILL BE UTLIZED FOR CONSTRUCTION. 1S. MANHOLE ADJUSTMENT RINGS TO BE CRETEX PRO -RING, AMERICAN HIGHWAY PRODUCTS RUBBER ADJUSTMENT RING, OR STANDARD PCC. IF PCC RINGS ARE 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. 16. MANHOLES PLACED IN PAVEMENT OR IN THE PARKWAY (BETWEEN THE SIDEWALK AND STREET) SHALL BE FLUSH WITH THE FINISH GRADE. MANHOLES IN NON -PAVED AREAS OUTSIDE OF THE RIGHT-OF-WAY SHALL HAVE A RIM ELEVATION 0.2-FOOT ABOVE FINISH GRADE. LEGEND SURVEY PLAN MARK DESCRIPTION ABM iYl4 BENCH MAFNI( 0 BOUND IRON ROD • FOUND O IRON ROD. SET MONUMENT FOUND 0 MONUMENT SET I! X CUT FOUND 19 XCUT SET ® RIGHT OF WAY MARKER ® DRILL HOLE 0 STATION MARKER 6) SOIL BORING ergg' PROPERTY CORNER Oyh''13 SURVEY POINT ELEVATION F LEGEND UTILITIES PLAN MARK DESCRIPTION be WATER IRRIGATION VALVE Q{B UTILITY POLE WITRANSFORMER • WATER SHUTOFF VALVE NOY -> GUYANCHOR p FIRE HYDRANT ) } FLARED END SECT" VALVE ® STOP Box ® CABLE TV PEDESTAL ® CLEANOUT myl JUNCTION BOX �J MANHOLE ® STORM MANHOLE ELECTRICAL MANHOLE ® SANITARY MANHOLE (D TELEPHONE MANHOLE m TELEPHONE PEDESTAL 51 VAULT BOX HANDHOLE SIGNAL Box © GAS METER 10 ELECTRIC METER ® WATER METER 22 CURB RIFT G MAKE • CIRCLE 99 INTAKE RECTANGLE ® MAKE -SQUARE NXN LL i uw Z U O U Z W 4 JL U =m n. Lq4i t d i T UWA 2 4 A I B I C I D E F BRIAN RORRIS 809 BEECH ST MANHOLE, MINOR ADJUSTMENT 2 4 A 10 B ' w w }�- ANN HAMILTON I 816 BEECH ST _ w9i PROTECT FIRE HYDRANT, COORDINATE SIDEWALK w CONSTRUCTION NEAR FIRE HYDRANT WITH WATER m DEPARTMENT. I C JOSEPH & SHAWN LYNCH 5 ARBOR CIR 15' SANITARY SEWER PROTECT SANITARY SEWER MAIN AND MANHOLES MATTHEW & SARAH WITRY 7 ARBOR CIR E SANITARY SEWER DRAWN FROM MAPPING BARBARA BOLTON 9 ARBOR CIR F O z uW z 0 U ' Q� w K k J j 0 10 20 40 i 6, A '. 1 w m t < ( ' PROTECT UTILITY POLE, CONTRACTOR O COORDINATE WITH MIDAMERICAN FOR PTOLE HOLD _" I -_ -+• • ••� • w. , i "• ' SAFETY FENCE —�{ - -�.1 ' — ^`t- _ F�% - .. t \ ••••••. ............... PROTECT PLA REMOVE INTAKE TOP (SW.508) / 1 � ..,.... ..................... ................ RADING LIMIT LINE REMOVE INTAKE TOP (SW 508) - _ _ _ _ \� ' ,t2 32" S ^ - REMOVE BOLLARD ' 07,Do . :. — — _ — _ _ - \ f - - 1. CONTRACTOR TO VERIFY .._ .., � �' - --- _ _ Y . 000RT HILL TRAIL 103T60? X_ --- _ - - - - - - - �' 7 i SANITARY SEWER SIZE ''-"?""�. "----------- - — - — AND DEPTH UNDER THE; -- ___ STRUCTURES PRIOR TO 3 ✓`✓ ._ ,' — _ _ _ _ �,_ ; _ _ _ - — -r_'. _ _ _ _ . _ — — — _ CONSTRUCTION! _ _ _ _ - ,. _. % _ sR �_ k 0 S\ e t3"W ��'.✓�(^Nr„'t0'W `/ r \ _ _ _ _ -:'z` _- - "6.S [ rS 3 1 trw705. 00 JNt ,. LEGEND HMA SHARED PATH 1� CONTRACTOR TO PROVIDE STAKE � LOCATION FOR PROPERTY CORNER - - :` \ NO WORK SHALL OCCUR NORTH OF _ \ PROPERTY CORNER ON PRIVATE PROPERTY / JONATHAN&AYNSLEY SCHEFFERT 3592 VISTA PARK DR _ t \ \ PROTECT SANITARY SEWER _ \ \ �••• •• • MANHOLE AND SEWER MAIN PUBLIC 12-INCH WATER LINE. CONTRACTOR TO MAINTAIN LOCATE MARKS AND INFORM CITY WATER DIVISION PRIOR TO ANY EXCAVATION OVER THE LINE. A REMOVAL PCC PAVEMENT REMOVAL X TREE REMOVAL TIMOTHY L & SUSAR M KLOOS 3586 VISTA PARK DR SAFETY FENCE \.\............................................... ................................. ..!„ ._. I 1 ) THERG 8 BRAN D & MARY PARK DR H SHAPCOTT NAAN E MORTON 3580 VISTA PARK DR 0 1016 zo w SCALE IN FEET 3 �n \ -\ • . ii.: i,...... ���� SAFETY FENCE >. � `.�.:` \ \� :�•:•i •••�' STAGINGAREA 4 2.-` � __. �..... •\ "\ PROTECT TREE GRADING LIMIT LINE'•'�'•'���"'�'�'���'��'��'� PROTECT TREE N \\?` \ ....:::.SAFETY FENCE p 00 r .v mac• � v r _ _ _,_ — _ tt _� �?�<1` ���/ v�v _ ��w^•-', � PROTECT TREE -`�•' _ - �..��� _ \`` \` \. / jy, GOUR3 REMOVE AND REPLACE TRAIL SIGN % ` \ \ A( j A _ •` / / / 'REMOVE AND REPLACE TRAIL SIGN._ - `\ 'y _� ✓. �,\ FLO / / S SCmid OT / / G B C D E F / 4 Z Q J IL J O 2 w N A.03 NOTE: REFER TO F SHEETS FOR ELEVATION AND LOCATION FOR CRITICAL DITCH FLOW LINES. 4'-0" BOTTOM WIDTH 2'-0" 10'-01, 2'-0" VARIES 7GRADED GRADED FORESLOPE SHOULDER 5-0. 5-0" SHOULDER a^ Drr r'VK Z INAKtU UJt VA I f1 TYPICAL SECTION - COURT HILL TRAIL STA: 100+00 to STA: 111 +62.44 REFLECTIVE _ A STRIPE SET TOP EDGE OF RECEIVER APPROX. ABOVE GRADE. BUILDUILDBERM AROUND THE EDGE TO 'c REDUCE THE POSSIBILITY DIA.4 1/2" OF GROUND WATER GETTING INTO THE RECEIVER. 1/8' WALL, TYP. FCC DIA. 6 1/2' FINISH GRADE A. SECTION A -A DRAIN ROCK PROVIDE ADEQUATE DRAINAGE BY PIPING THROUGH CONCRETE, CONNECT TO DRAIN ROCK LAYER UNDERNEATH. REMOVABLE BOLLARD DETAIL, BY RELIANCE FOUNDRY OR APPROVED EQUAL SCALE: 1" = 1' t4 NOV -4 AN 11: 24 cl 1 t( llrttt i�1; GI T 0W TRADE (TYP.) ■© Z O LU J LU Q Qw 00 Li >- 4 0 m 0 w ESTIMATED PROJECT QUANTITIES ITEM NO. ITEM CODE ITEM UNIT ESTIMATED QUANTITY 1 2010-A Clearing and Grubbing UNIT 91 2 2010-D-1 Topsoil, Strip and Respread CY 347 3 2010-E Excavation, Class 10 CY 428 4 2010-G Subgrade Preparation SY 174 5 2010J Modified Subbase, 6" SY 1889 6 4030-A-1 Pipe Culvert, Trenched, RCP, 18" LF 200 7 4030-8 Pipe Apron, RCP, 18" EA 3 8 6010-B Intake, SW-512, 24" EA 3 9 6010-B Intake, SW-508, Tops Only EA 2 10 6010-E Manhole Adjustment, Minor EA 1 11 6010-H Remove Intake To EA 2 12 7010-A Pavement, PCC, 9", CSUD SY 205 13 7030-A Removal of Shared Use Path SY 1096 14 7030-C Shared Use Path, PCC, 6", CSUD BY 1255 15 7030-D Special Subgrade Preparation for Shared Use Path SY 1715 16 7030-G Detectable Warning SF 40 17 7040-H Pavement Removal SY 220 18 802D-B Painted Pavement Markings, Solvent/Waterbome STA 4.2 19 8020-D Painted Pavement Markings, High -Build STA 1.3 20 8020-K Pavement Markings Removed STA 2.1 21 8020-M Grooves Cut for Pavement Markings STA 4.2 22 8030-A Temporary Traffic Control LS 1 23 8030-B Portable Dynamic Message Signs (PDMS) DAY 21 24 8040-A Traffic Signs, Multi -Use Trail Signs EA 2 25 9010-B Hydraulic Seeding, Fertilizing, and Mulching AC 0.6 26 9040-D-1 Filter Sock, 8' LF 1159 27 9040-0-2 Filter Sock, Removal LF 1159 28 9040J Rip Rap, Type E TON 18 29 9040-0-1 Stabilized Construction Entrance SY 38 30 9040-T-1 Inlet Protection Device EA 2 31 904D-T-2 Inlet Protection Device, Maintenance EA 2 32 9935-B Safety Fence LF 526 33 11,010-A Construction Survey LS 1 34 11,020-A Mobilization LS 1 35 11,050-A Concrete Washout LS 1 36 SPECIAL Bollard EA 3 ESTIMATE REFERENCE NOTES Data listed below is for informational purposes only and shall not constitute a basis for any extra work orders. ITEM NO. ITEM CODE DESCRIPTION CLEARING AND GRUBBING A. Clearing and grubbing to consist of removing all organic materials within limits including roots. Backfill shall be placed where roots have;; been removed. The loading, hauling and disposal of the materials included in this item are incidental. 1 2010-A B. See 'A' Sheets for Details. C. Trees and shrubs shall be felled prior to April 1st D. Removal of felled trees, shrubs, and grubbing of stumps 24" below finish grade may occur during the construction project as in l i, E. Burning of trees and stumps shall not be allowed. j F. Contractor is responsible for cutting down all trees marked for removal prior to March 31, 2021 TOPSOIL, STRIP AND RESPREAD - A. Existing topsoil is to be stripped and stockpiled to be placed back on site at the completion of the project. Location of stockpile will be determined by the contractor based on operations. Do not compact topsoil placed on site. i it 2 2010-D-1 B. Strip and salvage topsoil to a minimum depth of 8" before excavation occurs. C. Topsoil to be spread to a minimum of 8" in all disturbed areas. D. Quantity represents the quantity to be stripped. Do not stockpile with other materials. Excess material, if any, to be wasted on site upon foreslopes, backslopes, and ditches. EXCAVATION, CLASS 10 A. Raw Cut Volume =131 CY. B. Raw Fill Volume = 330 CY. Adjusted Fill Volume = 428 CY (30 h shrinkage factor). 3 2010-E C. Estimated Borrow = 297 CY. No subdrain trench volumes included in adjustments. D. Shoulder finishing is included in this item. This item shall be paid for based on plan quantity and will not be measured. Type'A' compaction shall apply to this item. SUBGRADE PREPARATION, 12" A. Item includes excavating, manipulating, replacing, compacting and trimming to proper grade. 4 2010-G B. Depth 12". C. See'B' Sheets for Details. D. Includes subgrede under pavement areas for Scott Boulevard and Beech Street. SUBBASE, MODIFIED, 6" 5 2010-J A. See'B' Sheets for Details. B. Modified subbase shall be placed 2' beyond edge of pavement. PIPE CULVERT, TRENCHED, RCP, 18- A. See 'C' Sheets for Tabulation. 6 4030-A-1 B. See'M' Sheets for Details. C. Culvert pipe extensions shall be installed per SUDAS and IC Supplemental Specs. D. Incidental to this item, Class R-2 bedding shall be placed under all pipe runs. Refer to M-Sheets for locations and Iowa DOT SWA 02 for additional information. PIPE APRON, RCP, 18" A. Apron to include footing per SUDAS figure 4030.221 and apron guard per SUDAS and IC Supplemental Specs. 7 4030-8 B. See'M' Sheets for Details. C. Last three pipe joints shall be tied to apron. INTAKE, SW-512, 24- 8 6010-B A. See 'C' Sheets for Tabulations. B. See'M' Sheets for Details. C. Type 3 Casting. INTAKE, SW-508, TOPS ONLY 9 6010-13 A. See'C' Sheets for Tabulations. B. See'D' and'M' Sheets for Details. MANHOLE ADJUSTMENT, MINOR A. See'D' Sheets for Locations. 10 6010-E B. Coordination with Utility Owners shall be required. C. Contractor to review structures to be raised. D. Contractor shall add external chimney seal. REMOVE INTAKE TOP 11 6010-H A. See'C' Sheets for Tabulation B. See TV Sheets for Details. PAVEMENT, PCC, 9', CSUD A. Item includes joints and surface curing and pavement protection, safety fencing, concrete for rigid headers, and boxouts for fixtures. B. See'C' Sheets for Tabulations. 12 7010-A C. See'D' Sheets and ESheets for Details. D. Pavement over Storm Sewer shall have a single layer of reinforcing steel and is included in this Rem. E. Cold weather protection is incidental to this item. REMOVAL OF SHARED USE PATH A. Item includes sawing, breaking, removing, and disposing of existing sidewalk. Replacement of pavement damaged during removals will be repaired at contractors expense. 13 7030-A B. See'R' Sheets for Details. C. See'C' Sheets for Tabulations. D. Existing recreational trail is PCC and HMA. Existing thickness is assumed to be approximately 6 inches. SHARED USE PATH, PCC, 6'. CSUD A. Item includes excavating, manipulating, replacing, compacting, and trimming to the proper grade. 14 7030-C B. See'S' Sheets and 'D' Sheets for Details. C. Pavement over Storm Sewer shall have a single layer of reinforcing steel and is included in this item. D. Submit proposed mix designs to City and Engineer for approval. SPECIAL COMPACTION FOR SHARED SHARED USE PATH 15 7030-D A. See'B' Sheets for details. B. Subgrade width shall be 2-foot outside edge of new recreational trail. Measurement shall be computed in Square Yards. C. Payment shall include all necessary material, equipment, and labor to complete special compaction of subgrade. DETECTABLE WARNING 16 A. See'C' Sheets for Tabulation 70305 B. See'S' Sheets for Details C. Detectable warning panels shall be cast iron, painted brick red. PAVEMENT REMOVAL A. Item includes sawing, breaking, removing, and disposing of existing pavement, reinforcing steel and subdrains. B. Thickness is assumed to be 8-10' pavement age and thickness is unknown. No additional payment will be made for additonal thickness. 17 C. Replacement of pavement damaged during removals will be repaired at contractors expense. 7040-H D. See'R' Sheets for Details. E. See 'C' Sheets for Tabulations. FFull depth saw cutting is incidental and required prior to removal of pavement adjacent to existing pavement. 6. Includes removal of pavement areas for Scott Boulevard and Beech Street. A B C D E F 3 d ' ???� NOV -4 AM 11: 24 , lA j { +C L..rJ 'E h" f i 1. i E 2 2 3 3 4 4 A B C D E F ESTIMATE REFERENCE NOTES Data listed below is for inbrmational purposes only and shall not constitute a basis for any extra work orders. ITEM NO. ITEM CODE DESCRIPTION PAINTED PAVEMNT MARKINGS, SOLVENTNVATERBORNE A. Item includes reflectodzing spheres, layout, surface preparation, and application of marking paint. B. Paint shall be Methyl methacrylate (MMA), two component paint for sidewalk crosswalk bars. 18 8020$ C. See'C' Sheets for Tabulation D. See'D' Sheets for Details. E. See Special Provision in the project manual for Specifications. PAINTED PAVEMENT MARKINGS, HIGH -BUILD A. Item includes reflectorizing spheres, layout, surface preparation, and application of marking paint. B. Paint shall be High -Build waterborne paint for all pavement paint except the sidewalk crosswalk bars. 19 8020-D C. See 'C' Sheets for Tabulation D. See'D' Sheets for Details. E. See Special Provision in the project manual for Specifications. PAVEMENT MARKINGS REMOVED 20 80Y0* A. Removal of pavement markings shall not leave scarring on existing pavement that is to remain at the completion of the project. GROOVE CUT FOR PAVEMENT MARKIGNS A. Item includes layout, cutting grooves, collection and disposal of removed material, and additional groove width and transition length 21 8020.M beyond the pavement marking dimensions. B. Grooving shall be for the painted sidewalk crosswalk bars. C. See'C' Sheets for Tabulation. D. See'L' Sheets for Details. TEMPORARY TRAFFIC CONTROL A. See'J' Sheets for details. B. Contractor shall include removals and resetting costs of traffic control devices in the traffic control bid item. No additional compensation shall be provided to reset from stage to stage. 22 8030.A C. Any changes to staging must be approved by the Engineer prior to implementation. D. Impacts to adjacent properties shall be minimized. E. Temporary pavement markings and removal of temporary pavement markings are incidental to this item. C. All traffic control shall conform to the Manual on Uniform Traffic Control Devices for Streets and Highways, as adopted by the Department per 761 of the Iowa Administrative Code (IAC), Chapter 130. PORTABLE DYNAMIC MESSAGE SIGN (PDMS) 23 8030-B A. Refer to Iowa DOT Standard Specification Section 4188.06 for details. B. See J-Sheets for additional information. TRAFFIC SIGNS, MULTI -USE TRAIL SIGNS A. See tabulation on 'C' Sheets. B. See location on'D' Sheets. 24 8040-A C. Item to include installation of the sign on the post. City shall furnish new signs for contractor to install. Measurement shall be by each sign installed. D. Payment shall be considered full compensation for all necessary material, labor, and equipment and install the sign, mounting hardware posts and anchor footings. HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING A. SUDAS Seed Type 1 Mix B. See'F sheets for locations. C. Refer to'F' Sheets for Type i seeding limits. All disturbed areas outside of pavement limits shall be seeded in accordance with Storm 25 9010-B Water Pollution Prevention Plan. Seeding shall be competed within specified dates for seeding application and shall be completed as soon as practical after final grading and topsoil placement is completed. The top six inches of the seedbed shall be free of rock and debris prior to seeding. Broadcast half of the seed before hydro -seed mixture is applied and place the other half in the hydro -seed mixture. Payment shall include all necessary material, labor and equipment for complete seeding, fertilizing. Seeding quantity is based on disturbed areas within grading limits plus an additional 20%. Areas disturbed beyond the Type 1 seeding limits shown on the'F' Sheets shall be the responsibility of the Contractor to stabilize. FILTER SOCK, 8' 26 9040-D-1 A. See'C' Sheets for Tabulation. B. See 'F Sheets for Details FILTER SOCK, REMOVAL 27 9040-D-2 A. Includes all labor, equipment and disposal of fitter sock after grass has been established and site is stabilized. B. Includes removal of sediment trapped by compost sock. RIP RAP, Type E A. See'C' Sheets for Tabulation. 28 9040-J B. See EC' Sheets and 'F Sheets and'M' Sheets for Details. C. Shall include Engineering Fabric 29 9040-0-1 STABILIZED CONSTRUCTION ENTRANCE INLET PROTECTION DEVICE 30 9040-T-1 A See'C' Sheets for Tabulation. B. See'F' Sheets for Details. INLET PROTECTION DEVICE, MAINTENANCE 31 9040-T-2 A. Silt and sediment shall be removed from the base of the sift fence when it reaches 1/3 the height ofthe exposed silt fence. SAFETY FENCE 32 9935-B A. See 'C' Sheets for Tabulation. B. See 'A' and'F' Sheets for Details. CONSTRUCTION SURVEY 33 11,010-A A. Refer to'G' Sheets for survey information. B. This item will not be measured. Payment will be by lump sum based on percent of total contract complete. C. This item shall inducts staking culvert and storm sewer locations for private utilities relocation and coordination. MOBILIZATION 34 11,020-A A. Item includes the movement of personnel, equipment, and supplies to the project site; the establishment of offices, buildings, and other facilities necessary for the project; and bonding, permits, and other expenses incurred prior to construction. CONCRETE WASHOUT A. Concrete washouts shall be manufactured washout containment systems. Non -manufactured containment such as digging a containment pit on site is PROHIBITED. 35 11,050-A B. Disposal of Concrete i5 incidental to this bid Rem and shall be disposed of in accordance with state regulations. C. Clean, maintain, and replace washout as necessary. D. Payment shall be by lump sum and shall be considered Tull compensation for providing concrete washout in accordance with the SWPPP for the duration of the project. BOLLARD A. Provide Removable Bollards with Reciever Bases and Reciever Covers, by Reliance Foundry or approved equal, and Bollard Reciever Bases and Reciever Covers. 36 SPECIAL B. Model: R$464 Removable Bollard. C. Finish: Stainless Steel, White Reflective Strip. D. Mounting: Removable. E. No lighting component. Lt7 N O N J_ Q J J_ 3 5 O O O U C)s w w U � Z Q Of CO C.02 A B C D E F LH Z BRIAN RORRIS \ = a 809 BEECH ST / W > ( A ANN HAMILTON I JOSEPH& SHAWN LYNCH / MATTHEW& SARAH WITRY I BARBARA BOLTON • Q + w m 816 BEECH ST 5ARBOR CIR 7 ARBOR CIR 9 ARBOR CIR MANHOLE ADJUSTMENT, MINOR / ?>-•. 1 r V, w o 10 za 40 i — 7�a NEW INTAKE TOPS LOT LINE, TYP. ��1x, �S��}}� T = c SW-508 (TOP ONLY) — / — — — _ — — — — _ — — — — _ — —T- — 1Y13 + U i .` OTECT 06 PLANTING BED - . + - CLERK in GRADING LIMITS I k '� ) 7,1 BEGIN 4' DRAINAGE SWALE SWALE LINE l�1' i,l..1 • STA: 101 *43.87 - _ , € . � i $,1 � 12^ w , � EVERY 300' OV MAINLINE TRAIL NEW INTAKE TOPS'... * .M71 1 - - - - - - - - - - - •z W _ _ 3Z S N EXPANSION JOINT INSTALL 1/2 - INCH FORMED SW-508 (TOP ONLY) o - _ - a 5-�^ , 9..5 , s• S t 4' S DOWELS AT 12 - INCH CENTERS. o _ - - :.. 7 708 .... _. - - ., s'y@• S SEAL JOINT (TYP). ,..:. *. • r_ =o . -.. ..., • .. .• .COURT HILL TRAIL T- - - - - - - - - - - - - - - - - - - - - -.-. - -`- - - - - - - 1- toe _ 3 S �tg S� ' _ e' i 27 S 0 S ' GRADING LIMITS � - _ _ � 44' S Ln 7 00' N _ oo EVERY 3ON MAINLINE TRAIL NOTE: ' N ' - _ + C ) 2 INSTALL 112 - INCH PREFORMED ( REFER TO F SHEETS FOR ELEVATION AND 7� \ - _ i r' ' • i 2 CV EXPANSION JOINT WITH 04 _ - LOCATION FOR CRITICAL DITCH FLOW LINES. DOWELS AT 12 -INCH CENTERS. SEAL JOINT (TYP). y^ N LEGEND —� J 9' PCC PAVEMENT 6.. PCC SIDEWALK - �5'` 103 Q rmD p F LL U p U o U , 725 3 720 715 710 705 700 9 4 __________________ ----------------- _______._______-_ ----------------- __. ----------------- _____-_._____ --------------- _.___-._.__.__._ ------- — _._..___._._. _-_-_.__ _ ___ -_______-_ ____ ____ __________ __ _________-__-- _._ _.--..-.._.. ..________________ __________________ _______________ _________________ ____--__________ _________________ _________________ _______________ ________---____. _________________ PVI STA.,106+00. ____________.____ Tn �02+50Ao--- -------- -- -- - ---------------- ----------------- --------------- ---------------- —— ----------------- - ---M ----------- - ------------------ ------------------ ------------------ ------------------ ---------------- ----------------- ----- ------- ---------------- ---------- ---- AD: -- - ,52% ---------------- ----------------- --------------- ----- -- ---- --- ----- --------- ----- -- ---------------- ----------------' -----__.-'----- ----------- ---------- ------------- --------------' ---------' - ------------ --------------- -------------- --------------- -------------- ------------- ------------------ ---- --- - ---- ------ ------- ----- _ _--- ____---------- __-__________-- ________________ __________________ ______ ._____.-_._-_ _ ____________ O __________________ __________________ __________________ __________________ __________________ ________ ____-____________. ____________._____ ._____________.___ _____.__._._____._ __-_ ___.____ _-_______-______-- _-____.___________ ____-_____________ ________________ _ __________________ ________________ ____.___..___.__ ----_____________ _-_--------- r_____________ ______________.__- _..__.__-________ __________________ ___.�r�c_____ __________________ _____________ __ ___ __________________ _______________ ___ __________________ __________________ __________________ __________________ ________ + ________ S-__.______ _____.____________ __________._______ __________________ __________________ __________________ __________________ ______.__--_-_-.__ __________________ ___. ___ + ________ O __________ .________._______ ________---_______ ________________ _.__.________-___ ____-.____________ _-____. ___. ________________ ---------- __________________ ____________-_-__ ___________--- __ ____-__-____. __ ___-_------- ._ _-________------- O W _ --------------------- ------------------ ___-_____-__. ____ I o W ryj > • • > PROPOSED GRADE -�� > O .__.. _._______ _____________________. _---------------- -_________ ________._____ ____ __-_--__-_- _________-_ __________ -__----____---____ __ -------- ---- -- ___. _____ -----------__.__--_-- --- _______ ____-------- _ EXIS TING GRADE ________-__ _---______ __ _---_________-- _ ______________ __-__---------- __________________ --------------- _____________._._ . ----------------- _ _________-__. _ ----___-____-___'_-_--______-- ______________ _-_____________________________________ -__.__------_--'_-__-_ '- ___ _..__-_.- _______-------- ____._ EXISTING ELEVATION __ PROPOSED ELEVATION -_______----------------------------------------------- -------------- ____ m pp O O '(� N n Yl m to �` m n w ^ r r o i0 �` N m m �_y In iQ °8 r K m p Ci o O o d o o 0 0 0 o 0 0 ^r 0 0 0 0 r 0 r� �� $ o$ o o 1r o o '$ i r o 0 r r g 100+50 3 s I.- 725 3 720 Z Q d' N 710 'm 705 3 m m i K 8 W < Z w W > w O U 8 W CZ7 35 =a W p w m N H w 700 a 0 4 106+00 1 0 Z LL1 Q J Z LL QO A B D E F AIM A If MATTHEW & SARAH WrrRY 7 ARBOR CIR j— EVERY 300' ON MAINLINE TRAIL i5' si. INSTALL 112 /.INCH PREFORMED s 5-s 14 S EXPANSION JOINT WITH #4 DOWELSA 12 - INCH CENTERS, SEAL JOINT (TYP). 4' 'N 708 725 3 720 715 710 705 g 14 700 104+00 c D E BARBARA BOLTON JONATHAN & AYNSLEY SCHEFFERT - - - - - - - - 9 ARBOR CIR 3592 VISTA PARK DR z A -- ----- 111yA S LOT LINE, -YP. '2m 7 y --714 CONTRACTOR TO PROVIDE STAKE PROTECT SANITARY MANHOLE LOCATION FOR PROPERTY CORNER. SWALE LINE NO WORK SHALL OCCUR NORTH OF PROPERTY CORNER ON PRIVATE EVERY 3W ON MAINLINE TRAIL l4p INSTALL V2 - INCH PREFORMED PROPERTY. EXPANSION JOINT WITH #4 "Alt. 12"S 10, S DOWELS AT 12 - INCH CENTERS, '6-S SEAL JOINT (TYP). GRADING LIMITS 'R GRADING LIMITS -1-N 108 414i"' SN Ir N 4'N , 2' N -Z EXISTING OVERHEAD ELECTRIC. W3 CONTRACTOR TO EXERCISE EXTREME 705 j02- - - - 702- - CAUTION WHILE OPERATINGt'd 3-N - - - - - - 707 EQUIPMENT UNDER LINES. 4* N A�r - - - - - - - - LEGEND OPA vi 1N= 704 NOTE: 9" PCC PAVEMENT 6"PCC SIDEWALK -70470 REFER TO F SHEETS FOR ELEVATION AND -70-- LOCATION FOR CRITICAL DITCH FLOW LINES. 707- HP STA: 107-57.91 11 t uj z >! 0 10 20 ui SCALE IN FEET OV -4 u > 2 Ijfx`C CITY, JP MAGNAiL ------------------- ------------------- ------------------- ----------------- -------------- ------------------- ------- - --------- ------------------- - ---------- - ------------------ ------------------- ------------------- - PVI 45rrAl�T+Z. X)t ----------------- ------------------- ------------------- - LP ELEV: 712.11' -grk - -- - --- ---- ------- W --- ------- - - ---- - --------- ---- JIVIELEV;IIZ8� WI 1 us.�4L X) -- - ---- ------------------- ------------------- ------------------- --------------- --- ------------------- - I------------..__ ------------ - ----- I ------- ----------------- ------------------- - ------------------ -- AD: -3.50% ------------ ----- ------------------- ------------ ------- - PVI-ELEV.711-.9r -------- -- -- --- - ------ - --- --------- - - - - ------------------- --- --------------- ------------------- --------------- -------------- - ------ ------------------- K: 21.45 ----- ------ AD.5.14% -- ------ ---- - ---- ----- ----- -- ---- ------- -- ----- ------------- --- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- --- ---------------- -15W - ------- --------- ------------------- ------------------- ----- - K-11169 --- ------------------- -- --- ---- --- --- ------ -- --------- -------- ------- - PVI STA: 106+00.00 56 VC PVI EL E 709.27 ------ - - --- -- ------ ------------ ------------------- ----- ------------- ------------------- ------------------- ------------------- -------------- us % -- ---------- ------------------- ------------------- --- -- ---------- -------- ---------- ----------------- ----------------- --- ----------------- 9 ---------- ---- ------ -- . - - ---- - ---------------- ----------- ----------- --- ----------- ------- ------- ----------- ------------------- ------- --- ------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- --------------- it F.35 --------------- ------------------- ------------------- ------------------- -- ---- ---------- - --------------- q --------------- ----- - - --- - ------------------ 6i --------------- ------- R ------- ------------------- ----------- ----------- 14 --- ----------- ---____ ___________________ ___________________ ------ - - --- ------------------ ------------- - ----------- ------- ------------------- -------------- ------- I" vc� --------------- ------------------- ------------------- ------------------- ---------- ----- ------------------- - ----------------- ---------- ---- --- - -- - ---- ------------------- ----------- ----------- --- ----------- ------- --------------- ---- -------- ----- ---- ---------------- -- ------------------- ------------------- ----------- ------------ ------------- - - - q q ------------------- ----------- aj ----------- ------------- ----------------- -------- ------ ; - ----- fil ------- -------------- ----- - ----------- ----- ----------- ------- ------ - -- ---------- ------------------- -------------- ------------------ --------- ------------------- ------------------- ------ ------------ - -------------- -- - bi -------------- ------------- ------ ------ ------------ ------------------- ------------------- ------------------- ------------- - - ------------------- --------------- ------------------- ------------------ .... ---------- ------- ------- ------- ----------- ----------- L) > ----- -------- A ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- - + F - ---------- -------- ------------------- ------- ----------- ------------------- - --------- - ------------------- ----------------- ------------------- ------------------- ------ --------- ------------------- ------- ---- -- ------------ ---------------- -- ------------------- ------- ------------------- ------------------- ------------------- ------------------- ------------------- - ------------ ---------- -------- ------------------- ------------ ------ ------------------- ------------- aj - ----- 2,58% ------- ------------------- ------------------- --------------- --- ------ ------------------- ------------------- PROPOSED GRADE._. -------------- - --------- --- ------------------- ------------------- ---- -- ---------- ------------------- - ------------------- ------------------- ------------------- ---------- --- ------------------- ------------------- ------------------- ------------------- ------------------- -------- ------------------- ------------------- ------------------- ------------------- ------------ V.w% - ---------------- ------------------- ------------ ----------------- --------- -------------- ----- ------------------- - - - - - - --- -------------- ----- ------------------ -- ------------ ------ ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ----- ------------- ------------------- ------------------- - ----------------- ------------------- ------------------- ------------------- ------------------- --------- ---- ---- - --- ------ ---- ------------- - -- - ------- ------------------- ------------------- ----------------- - ------------------- ------------------- ------------------- --- -"- EXISTING ------------------- GRADE ----------- ----------- --- ------------------- -------------- -- --------------- ------------------- ---------- ------------------- --------------- ------------------- --------------- ------------------- - ----------------- ------------------- - ------------- ------------------ ------- ------- - 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------ ---------- ------------------- -------- ---------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------- ----- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------- ------------------ ------------------- ------------------- ------------------- ------ ------------ ------------------- ------------------- ------------------- ------------------- ------------------- ----------------- - ------------------- ------------------- ------------------- ------------------- -q ci -t R '4 105+00 lubluu IUU+LKJ Ln CD 2 O 0 tz 0 C) — 725 720 715 p 710 705 0: m 0! o Z z w > 0 8 700 4 0 z w < -i Z LL < of—i of D.02 E IF ------------------------------------------------------------------------------------------------------------------------------------------ — ----------- -------------------------------- '-------AD ----------------------------------- -- -9 ------------------------------- --------------------------------------- -------------------- -------------------- -------------------- -------------------- -------------------- -------------------------------------- ----------------- K. -13.44 ----------------------------------------- ---------------------------------- ----------------- ----------- ----------------------------------- ---------------------------------- ---------------------------------------------------------------- f ----------- W. VC oto ---------- ---------------------------------- ------------------- ------------------------------- ------------------------------------------------------- — ...... ------------- - ------- ---------------------------------------- ----------------- ------------------- -------------------------------------- ---------- iii - --- ------ --------------------------------- -------------------------- --- -------- --------------------- I --------------------------- ------------------------ ---------- ------- -------------- ------- ----------- ---------------------------------------------------- - ------- ------------------- — ------- ------ ------------ ----- ------ ------------ ------------------- ------ ----- ----- LPRTA inR.99.7 ----- ----------------- ---- -------------------------------------------------------------------------- ----- ------- LP ELEV 712.1 1 - ---------------------- WISTA: OWSTA. io8-4o:W ----------------- ----------------------- ---------------- ------------------------ -------------------- - M, ----------- -------------------- ----------------- - - _____________.____ ----------------------- Pvtemv-MM -------------- -------------- ------- -- ------------------------------------------------- ----- ------------------- - --- --------------------------- ------ --------------------------- AD. 5-.14* ----------------------- ----------------------------------------------------------------------------------------------- ------------ ------------ --------- — ------------------ -------- ---------- ------------------------- K. 10M ---------------------------------------------------------------- ------------------------------------------------------------------ -------------- ------------------- ------------------------------------- ------------------- 55, vc ------ --------------------------------------I---------- -------------- ------------------------------ ---------------------- ------------------------ EXISTING GRADE - ------I-------- - ------------ --------- ---------------- ----- -------- -------------- -------------------------------- I ------------------------------------- ----------------------------- ----------------------- --------------- ------ - ------------------------ ----------------------- --- --------------------------------------- - ------- - --------- - -- ------------ - ---------------------- - 7: ------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------Wm U t ------ ----- ------------- ------------- ---- ----------------------------------------------------- ------------------- -------------------------------------- ----------------------------------------------------------- -------- -- ------ --- - - -- - ---------- PROPOSED GRADE ------------ --------------------------------------- EMSTING ----------- ELEVATION ----------------------------------------------------- ------------------- PROPOSED ELEVATION ---- ----------------------------------------------------------- ---------- ---------------------- q co ui 2 3 A B C D -- - m \ Z JOSEPH & SHAWN LYNCH MATTHEW & SARAH WITRY BRIAN RORRIS ` m ANN HAMILTON 809 BEECH ST A 816 BEECH ST 5 ARBOR CIR 7 ARBOR CIR I m E TESANITARY t 27' 5 PROTECT PLANTING BED SAFETY FENCE MMAIN ANDLESSEWER NEW INTAKE TOPS SW-508 (TOP ONLY) LOW POINT ( � 1 j12 ELEV: 706.90 HIGH POINT 07.81 TO STA 102+55.60 ELEV: 62.53 / ••,aw- _ _ - HIGH POINT -.. _ STA 103*2.53 .. _ ELEV: 708.23 .. t� • - STELEVAC 0,T707.80 CP, A' ••.,• STA 101 M6.71 • •.,................................. ....... SWALE LIIf �51.49� NEW INTAKE TOPS SW-508 (TOP ONLY) ..................................... _5 LOW POINT e71 +.r/� �,•^7+.a:•=� -127%J .,' - _•N ELEV: 706.76 5,. _9'S 5° c 14.5 STA: 104,71.02 205 - COURT HILL TRAIL y - - J - - I , 708 - - 7 0p•4 e �— �..4' .•sue, ,� - - - - - " - �00 �-�_+�-=707ct ,N ,.13.y 11, 1 �Y�} N •�. . o E .N GRADING LIMITS _. -- 3' N 4' W n 707 — — LEGEND SEEDING - - - - - - - 12" FILTER SOCK 1ph JI11%6 INTAKE PROTECTION DEVICE -SURFACE APPLIED BARBARA BOLTON 9 ARBOR CIR 702 I---- F w BARBARA BOLTON 9 ARBOR CIR Z z W -N 0 70 ?a 40 Uj 1 ' F 24Ln m _ 2 � F r iUi"VA CITY, i OWA GRADING LIMITS STA 106+02.73 ELEV: •"ti - - 'STA 108+ 5 .ELEV: 709.15 -, i t0'STA 105+•84.40 768 s yCOURT .•,215%-•. HILL T RAIL N Ln CD -108 706 705 __ 704 703 JONATHAN & AYNSLEY SCHEFFERT - - - STAGING AREA fir• .:. .,.:•'r.:•:•',:':: '•;':.: ELEV: 714.5 3592 VISTA PARK OR ,r 7^"'•"'•"5':T11STA: 109+02.3 12s / :•: .SAFETY FENCE SAFETY CONTRACTOR TO PROVIDE STAKE •'•�• -� ELEV: 712.00 / 1q LOCATION FOR PROPERTY CORNER. - PROTECT SANITARY SEWER ••,.'•• . ✓ STA 108+51:55• NO WORK SHALL OCCUR NORTH OF MAIN AND MANHOLES HIGH POINT;: PROPERTY CORNER ON PRIVATE _ _ ELEV: 712.53 ' • ' ` �� \ , •./ STA 107*57.55,• • NT PROPERTY. LOW POI ` • • • J• • A� b- •••••' •,,'•ii•'�'.;•':-✓nz ELEV: 711.04 ELEV: 709.34 ......- ••' �'.:r V 3 ' STA 108+27 55 • • ✓ •��' �. •%... STA: 106+02.73 ELEV: 709.84 ELEV: 771.37 /. `•' % 5 ELEV:"709.15 STA: 106+•28.56 ELEV: 710.27 s,. 10 STA: 108+0803 - • *r STA 105+84,40 STA 108+52 70 WALE LINE 2 ....."." - +30 .l GRADING LIMITS - - = 232°b.i, . . .r ,. a D�RTH/(L t `a it - N \ \ \ TI GRADING LIMITS 6" N 6• N 3LIMITS7q6` w ry i 4" N t2•N \ -- \ \ 4" N 18"N---709-.-- _ {^ \ _ - - N \ 3 N-- TN_ 707 -_-_-_ LN-- 707- 51 12' N 2 N is J T� 1 LL U 0 10 20 40 3 SCALE IN FEET F m m 3 m n .CP MAGNAIL r j w 2 a O Z C9 p p W O W U m i G a y� Q y N a LL A B I C I D I E F COURT HILL TRAIL ALIGNMENT SEGMENT TABLE SEGMENT # LENGTH RADIUS LINE/CHORD DIRECTION DELTA (A) START POINT START STATION END POINT END STATION N = 608691.79 N = 608670.26 L1 21.89' S10° 14' 40.58"E E=2191015.80 100+� 00 E=2191019.69 100+21 89 Cl 26.92' 120.00' S03° 49' 01.98"E 12" 51' 17.21" N = 608670.26 100+21 89 N = 608643.45 100+48.81 E=2191019.69 E=2191021.48 L2 26.46' S02° 36' 36.63"W N = 608643.45 100+48 81 N = 608617.01 100+75.27 E = 2191021.48 E = 2191020.28 C2 34.63' 25.00' S37° 04' 11.70"E 79° 21' 36.66" N = 608617.01 100+75.27 N = 608591.54 101+09.90 E = 2191020.28 E = 2191039.52 L3 31.89' S76° 45' 00.03"E N = 608591.54 101+09.90 N = 608584.23 101+41.79 E = 2191039.52 E = 2191070.56 N = 608584.23 N = 608578.31 C3 34A6' 300.00, S80° 00' 44.51 "E 6° 31' 28.95" E=2191070.56 101+41.79 E=2191104.19 101+75,95 1-4 169.55' S83° 16' 28.99"E N = 608578.31 101+75.95 N = 608558.45 103+45.50 E = 2191104.19 E = 2191272.57 C4 22.94' 150+00, S78° 53' 38.55"E 8° 45' 40.87" N = 608558.45 103+45.50 N = 608554.04 103+68.44 E = 2191272.57 E = 2191295.06 L5 216.06' S74' 30' 48.12"E N = 608554.04 103+68.44 N = 608496.35 105+84.50 E = 2191295.06 E = 2191503.27 C5 44A 5' 120.00' S85° 03' 15.28"E 21 ° 04' 54.32' N = 608496.35 105+84.50 N = 608492.56 106+28.65 E = 2191503.27 E = 219154T02 L6 179.37' N84` 24' 17.56"E N = 608492.56 106+28 65 N = 608510.05 108+08.03 E = 2191547.02 E = 2191725.53 C6 43.23' 50.00, N59° 38' 12.61"E 49° 32' 09.91" N = 608510.05 108+08 03 N = 608531.23 108+51.25 E = 2191725.53 E = 2191761+68 L7 192.15' N34" 52' 07.65'E N = 608531.23 108+51.25 N = 608688.88 110+43.41 E = 2191761.68 E = 2191871.53 C7 47.48' 35.00' N73° 43' 57.26"E 77° 43' 39.22" N = 608688.88 110+43.41 N = 608701.19 110+90.89 E=2191871.53 E=2191913.70 LB 74.22' S67° 24' 13.13'E N = 60" '31.9 110+9p,89 N = 608672.67 111*65.10 E=2191913.70 E=2191982.22 KppS A B C TRAFFIC CONTROL - GENERAL NOTES 1. ONLY MAJOR STAGES OF CONSTRUCTION ARE SHOWN IN THE STAGING AND TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL SUBMIT A WORK SCHEDULE AT THE PRE -CONSTRUCTION MEETING CONTAINING TARGET DATES FOR VARIOUS TRAFFIC CONTROL STAGING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING DETAILED TRAFFIC CONTROL PLANS FOR ANY OTHER STAGES THAT MAY BE REQURIED. CHANGES TO STAGING PLAN MUST BE APPROVED BY THE ENGINEER. 2. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND WORK SITE SAFETY. TRAFFIC CONTROL ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE LAYOUTS SHOWN ON THESE PLANS, OR WITH SUDAS SECTION 8030 - TEMPORARY TRAFFIC CONTROL REFERENCED FOR OTHER WORK THAT DOES NOT SPECIFICALLY FALL WITHIN THE TRAFFIC CONTROL STAGING DETAIL PROVIDED. TRAFFIC CONTROL DEVICES, PROCEDURES, AND LAYOUTS SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 3. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED AND REMOVED BY THE CONTRACTOR. REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL PAY ITEM. EXISTING ROADWAY SIGNS WHOSE MESSAGE CONFLICTS WITH PROJECT SIGNING SHALL BE COVERED FOR THE DURATION OF THE CONFLICT (INCIDENTAL TO TRAFFIC CONTROL). 1 4. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CITY OF IOWA CITY AT LEAST 1-WEEK IN ADVANCE OF INITIATING TRAFFIC CONTROL STAGING AND SUBSEQUENT TRANSITIONS BETWEEN STAGES. THE CITY WILL ISSUE PUBLIC NOTICES REGARDING THE CHANGES IN TRAFFIC CONTROL. 5. TRAIL STATIONING REFERRED TO IN THE STAGING NOTES IS APPROXIMATE. 6. THE SPACING OF ALL SIGNS AND THE DISTANCE BETWEEN SIGNS SHOWN IN THIS PLAN SHALL MEET THE REQUIREMENTS OF THE MUTCD AND SUDAS SECTION 8030.101 - TEMPORARY TRAFFIC CONTROL. IF THE MINIMUM SPACING BETWEEN SIGNS CANNOT BE MAINTAINED, THE SIGN LOCATIONS SHALL BE ADJUSTED TO PROVIDE THE LARGEST SPACING AVAILABLE 7. THE CONTRACTOR MAY BE REQUIRED OR DIRECTED BY THE ENGINEER OR THE CITY TO PLACE TEMPORARY WARNING DEVICES AND SAFETY FENCE AT CERTAIN LOCATIONS WHERE REPLACEMENT FEATURES ARE NOT INSTALLED THE SAME DAY. THIS WILL BE INCIDENTAL TO THE TRAFFIC CONTROL BID ITEM. 8. STAGING AREAS HAVE BEEN IDENTIFIED FOR EACH PHASE OF CONSTRUCTION ON THE TRAFFIC CONTROL PLANS. THESE AREAS ARE DESIGNATED FOR THE STORAGE OF MATERIALS AND EQUIPMENT BY THE CONTRACTOR DURING NON -WORKING HOURS; STORAGE OF MATERIALS AND EQUIPMENT IN ANY LOCATION OTHER THAN THE IDENTIFIED STAGING AREAS MUST BE APPROVED BY THE CITY OR THE ENGINEER. 9. ALL PDMS SIGNS TO BE INSTALLED 14 CALENDAR DAYS PRIOR TO ANTICIPATED ROAD CLOSURES. 10. PDMS SIGN LOCATED NEAR SCOTT BOULEVARD TO REMAIN INSTALLED FOR AT LEAST 7 DAYS AFTER CONSTRUCTION STARTS. 11. MESSAGES FOR PDMS SIGNS SHALL BE SUBMITTED TO THE CITY OF IOWA CITY FOR APPROVAL PRIOR TO INSTALLATION. SAMPLE MESSAGES ARE LISTED BELOW: 11.1. NEAR SCOTT BOULEVARD: "LANE CLOSURES AT COURT HILL TRAIL//CONSTRUCTION TO BEGIN APRIL 2025. TRAFFIC CONTROL - GENERAL STAGING NOTES 1. DROP -OFFS ADJACENT TO TRAFFIC GREATER THAN A NOMINAL 4 INCHES ARE NOT ALLOWED DURING NON -WORKING HOURS. A GRANULAR SHOULDER FILLET SHALL BE PLACED AT A WIDTH OF SIX TIMES THE THICKNESS OF THE DROP-OFF. FURNISHING, PLACING, MAINTAINING AND REMOVING TEMPORARY FILLETS TO ADDRESS DROP-OFFS IS INCIDENTAL. 2. THIS IS A COMPLETION DATE PROJECT; THE WORK IS ALLOWED TO BEGIN ON APRIL 1, 2025 AND ALL WORK SHALL BE SUBSTANTIALLY COMPLETE BY AUGUST 30, 2025. FINAL 2 COMPLETION SHALL BE COMPLETED WITHIN 30 CALENDAR DAYS FROM THE DATE OF SUBSTANTIAL COMPLETION. STAGES HAVE BEEN DEVELOPED WITH SPECIFIED CRITICAL CLOSURE WORKING DAY COUNTS. REFER TO THE NOTES FOR EACH STAGING SITE FOR MORE DETAILS. 3 4 a LEGEND ® PHASE 2 PHASE 3 CONSTRUCTION ENTRANCE 1 CONSTRUCTION ENTRANCE D I E PHASE 1: TREE CLEARING AND REMOVAL • ALL TREES MUST BE FELLED AND REMOVED FROM THE SITE BY APRIL 1, 2025. • TRAFFIC CONTROL AND TRAIL CLOSURE AS SHOWN SHALL BE INSTALLED TO WORK PRIOR AND REMOVED PRIOR TO PHASE 2 WORK. • MILESTONE COMPLETION DATE -APRIL 1, 2025. PHASE 2: STREET PATCHING • 14 CALENDAR DAYS ARE ALLOWED FOR WORK DURING THIS CRITICAL CLOSURE. CALENDAR DAY COUNT WILL START UPON INSTALLATION OF SCOTT BOULEVARD LANE CLOSURE, AND END UPON THE REMOVAL OF TRAFFIC CONTROL AND RE -OPENING OF SCOTT BOULEVARD. START OF PHASE 2 MAY BE POSTPONED IF WEATHER CONDITIONS REQUIRING CITY STREET PLOWING OPERATIONS DURING THIS TIME. ANY POSTPONEMENT OF START DATE SHALL BE AGREED UPON IN WRITING WITH THE CITY ENGINEER. PHASE 3: TRAIL • 40 WORKING DAYS ARE ALLOWED FOR THIS WORK. CONTRACTOR IS ALLOWED TO START PHASE 2 AND PHASE 3 CONCURRENTLY. CALENDAR DAYS FOR PHASE 2 WORK AND WORKING DAYS FOR PHASE 3 WORK SHALL BE COUNTED CONCURRENTLY IF PHASE 3 BEGINS AT ANYTIME BEFORE THE COMPLETION OF PHASE 2. IF COMPLETED SEPARATELY, WORKING DAY COUNT FOR PHASE 3 WILL START UPON REMOVAL OF STREET LANE CLOSURE. • CONTRACTOR SHALL INSTALL TYPE 4 TEMPORARY SEEDING IF PHASE 3 WORK IS COMPLETED BEFORE THE ESTABLISHED FALL PERMANENT SEEDING TIME WINDOW IDENTIFIED IN SUDAS SECTION 9010. PERMANENT SEEDING WITH TYPE 1 PERMANENT LAWN MIXTURE SHALL BE COMPLETED DURING THE FALL PERMANENT SEEDING TIME WINDOW. WORKING DAYS ALLOWED FOR ALL SEEDING WORK IS INCLUDED WITH PHASE 3 WORK. WORKING DAY COUNTING MAY BE PAUSED UPON APPROVAL OF THE CITY ONLY AFTER SUBSTANTIAL COMPLETION OF ALL OTHER PROJECT IMPROVEMENTS AND AFTER THE INSTALLATION OF TEMPORARY SEEDING. WORKING DAY COUNT SHALL RESUME WHEN DURING THE PERMANENT SEEDING WINDOW TO COMPLETE THE SEEDING PORTION OF THE PROJECT. 7 ' 4 F E T 1 _ K i iirl Ci yr lo'WA t NOT TO SCALE 2 3 u') N O N J_ Q J J 1-0 4 (j) W o� Z 0 ZLLI 0 � LL.Z(50Z o�Qg O 0 LL A B C F J.01 0 2 3 A B C D E F eeP v� a z '.. — ' — - i �a �`x `r fir, `lb •� � u .q Z .: .Y _ _ • �. P .e• ' -Ys *. `sib _ } F Z any+ y . "' / � � a ,.y '� ♦ �. L} i.ry. .may # I s� Y 4 e � 1 yy :: wtt.L' S h 1 n �yl • V G • 3j �a ... � 3 i 25 tU w 2i1�130 x > L- u t ' n AIIIIIIII f • E COURT STREET 4 c �i- y c +tr t'.e �, - it �• r _Ri v q i .. _-. •F�I f l S 1 Ir• � t : ^'+� +"'�. - - ,1j,,7 �rxnd sao •i; �,�'-fi` ..` 'r* t 1 INSTALL PDMS 14 CALENDAR DAYS PRIOR TO START OF '. CONSTRUCTIONCD � htF Y:'� 1� '•i,* - - ` y " 2 ��p L s D. PARK r A y,4 t- ti i DOG PARK '+ . OPEN MUSCATINE AVENUE ... - - _ al, 41 _ t. Jw�kt f ttL• I NTRACTOR TO SHIFT TRAFFIC TO `• `y� 1, ' ,UTHBOUND LANE FOR 1 DAY FOR p VEMENT MARKING WORK IN ie ,RTHBOUND LANE. •"' -%��, J1+�; A A. �, w c �.y �..ice `` •Q 1t ;' r.+ a m -.*-r- , .. ,.. r -4wo,, Yet 'gam ��;: • J +i- anoijc ' /•t F C F- U O <L O O Q F- O U . J.02 e 11 I I �I TIE TO EXISTING SIDEWALK WITH 'Rr JOINT PER SODAS FIG. 7010.101 ` USING EPDXY COATED #4 REBAR. 711.95 W STA 100+1326 _-- OFFSET: 1.95 j W W F 717_04 U) STA 100+43.44 = OFFSET. -2.04 (� w w . 711.SB Tc ED 711.44 711.08 GU -ST SET: �SA tOM5070 1..15 OFFSET: 3.I OFFSET: -0b7 I 7Cc-Gu 711.45 �srA 1(YM51 a1 I 0 E NOTE: 1. ALL JOINTS ON TRAIL TO BE C JOINTS UNLESS OTHERWISE INDICATED F rLL� uw u t� 0 15 5 10 u �++/{t1ifit 1 , F i.i CALF 1 FEE ♦ � T 'i'nn. i V1� i0 VIA CITY, 10Vl.A ED 3.79% -3_ 60% INSTALL REMOVABLE BOLLARDS 21 1 INSTALL }'PREFORMED av j EXPANSION JOINT WITH I 1 TIE TO EXISTING SIDEWALK WITH 1 #4 DOWELS AT 12' � I I 'Rr JOINT PER SUDAS FIG. 7010.101 711.02 CENTERS, SEAL JOINT to I j USING EPDXY COATED #4 REBAR. , STA: - 51% - jk"�1 7/1b7 ET a-3.. OFFSET 50 STA,.-V294CD I I - OFFSET: -40.06 I 711.52 i STA 101 OFFSET: ♦1.41 ._ \..l 710.94 STA 100+87.27 m' TC=GU 710.78 STA: to0.67.03 Ia A 711.38 STA 101♦22.88� OFFSET: 1.260 OFFSET:-6.81 IK N TI"<� OFFSET:-38.58 12' E 7109 TC 710AG9 GU 71137 STA 100.72.14 -0'3D% STA 101♦2/.68 ' OFFSET: -6 78 - OFFSET: -37.52 710.97- - -____ STA 10D+72.12 OFFSET: 1.50 Q - 711.40 TC 711.05 -1 710.90GU STA 100-72.12 STA 100.7151 --. --_--.-� -_ OFFSET: 3.50 OFFSET:.20.67 }- I MATCH INTAKE TOP 710.94 Tc 1 TO ADJACENT 710.44 GU 710.92 SIDEWALK SLOPE + STA 101-1895 OFFSET: -2912 ' STA 100-79.76- 711.09 OFFSET: 1.93 STA: 100+77.59 OFFSET:-6.57 _ I a? I Z'. 1 710.73 STA 100+9424 + 11 1\ OFFSET: 5.43 710 STA 6.8 OFFSET: -18.59953 _ 1 + --STA 101+3180 - OFFSET: -17.14 710AI STA STA: =24 710.58 48 ET 5.-6..73 OFFSET: 00 OFFSET: -0.85 � 71021 \ Y 7 STA 101+16.73 STA:1 89 STA: 5.00 ET: 4. 7 OFFSET: -0.3T _`�J _ J T $. STA: 100+94.. OFFSET:4.35 709.87 -STA 101+48.84 �-t OFFSET: -5.00 EVERY 300' ON MAINLINE TRAIL INSTALL 1/2 - INCH PREFORMED EXPANSION JOINT WITH #4 DOWELS AT 12 - INCH CENTERS, 10; 00. �P _ �� _ ,,, .:: SEAL JOINT (TYP). i 0 710.27 STA 101+09.dt.. - OFFSET: 5.01 , 1/ COURT HILL TRAIL 7062 i STA 101+41.79 - m .. , OFFSET: 5.00 •'-..: I i 7o9.z7 STA: 101+58.87 .. OFFSET: 5.00 I } F A B C D E 3 L0 N O N JN L.L J J_ N2 I..L O rfiZ v A B C D E F \l NOTE: L:J W 1. ALL JOINTS ON TRAIL TO BE C JOINTS UNLESS OTHERWISE INDICATED Z 725ASTC 0 0 725.35 Gu;,,# Z U tg�w/ > STA ET -SI.03 Fo / _,.> 6Y.::.- Q W OFFSET: s703 ii 1 a x 0 2.5 5 10 u m >_ 1 SCALE 91 FEET 2 3 4 4� If m; . _ 1 3+3,1.D5T t � �. in .� t TIE TO EXISTING SIDEWALK WITH RT JOINT PER SUDAS FIG. 7010.101 , USING EPDXY COATED #4 REBAR. 72448 STA: 110.94071l 724.54 OFFSET: -5.00� STA 111.04.11 \ 725.57 723.72 OFFSET: -/6.65 STA: 111.35.65 ' OFFSET:-31.78 STA „�67 0.15 I j ' OFFSET: 5.00 72C37 - STA' 11.13.11 i STA 110+90.89 - -- OFFSET:-16.72 O OFFSET: -5.00 R O 724.53 O STA 111.01.14 OFFSET:-7.92 / Ifr 725.1TC GU Lo STA 111.21.80 � ` 10 t8'.• 10.98' 1 OFFSET: \ N e - / O 43 2 7255.3TC STYE STA:111+33.61 117 Ilp- % STA 725.21.58 / OFFSET: -15.48 c � V OFFSET: -&00 i% Q 725M GU 7 725.26 STA 111+36.63 7y.� ,-STA 117+12.9/ OFFSET -1512 \ 722.75 OFFSET:.5.00 STA 110N3A1 REPLACE SIGN v \ //2! 725.e7 TC OFFSET: S.00 -(ry rn.37 GU 7212 f i J TC-GU'"pppp STA 111.34.76 / 72122 `,\ 5 OFFSET: -8.93 STA: 110+90.89 -- STA .t.1�21.57 O OFFSET: 5.00 `\ O 72586 TC f i / Q OFFSET. -500 723.57 - 0 725.36 GU T21.26 � 00 STA n1+37.65 STA SET,. 5.00 STA 110.93.64 \ 0 + OFFSET:.5.40 i i Q OFFSET:5.05 OFFSET: 5.00 O Co / �' LL 724.43 - a125.897C % �� / U STA:111.00.77i 72539 GU Q 0 \ `x OFFSET:-5 Fr- / OFFSET: 7.96 0 0 ,fP STA 111+4023 � o � o INSTALL P PREFORMED EXPANSION JOINT 0 00 / WITH #4 DOWELS AT I2'CENTERS, SEALJOINT 00 \ 00 I W.{1 - REPLACE SIGN STA. _ p Q STA'� TC-GU 00 OFFSET: 5.00 / h 72447 \�1 125.tt O 0 STA 111+0361 STA 111.2' 42 00 j OFFSET: 17.15 OFFSET 5M 00 7256 / 725.11 GU "4! STA 111+21 42 '3 OFFSET. 600 o724,75/ / TIE TO EXISTING SIDEWALK WITH STA: 111-12.61 n5.87 TC 71 OFFSET: 17.26 / TC�GU dP rn u TC \ 725.37 GU / 'RT JOINT PER SUDAS FIG. 7010.101 J n5.03 / 1� 70 j J h `/ 725.341 -STA ET: 5.64 USING EPDXY COATED #4 REBAR. srA 111.21.31 � p• STYE STA 111.a7.5o OFFSET: s.e{ OFFSET:17.35 OFFSET: 5.68 725.3 G 725.311+ 34,55 / 4J + SOFFSET: B.N V / V - CBW6 WITH MMA PAINT AND _ Z• / 72497 / GROOVED PAVEMENT STA: 111.2124 J` OFFSET: 25.23 `\ / 725TC W .2STA: 111+35.54 p/ I OFFSET: 25.72 ' 725.28 724.94 JSTA 111.33.60 (7 ir O W W W m STA 111.21.13-.87\ : OFFSET: 25.53 ; N as y a OFFSET: 39 4 - 725.29 U 111.34.Q Q oFFSEr: �.e7 W w z % 4- G0 ;� L.02 A B C y E F 0 2 A B 1 D \ 1 0 5 to 20 \ / SCALE IN FEET \ 1 \ \ \ l TIE LAST THREE BARREL \ \ \\ \ JOINTS AND FES AS PER 1 \ \ IOWA DOT DR-121 STMH6 A A 2 18"RCP FES \ \ ST4 63 LF 1 10+00 A AV 18"RCP @1.00% 1 i5. �--------- - '---t--'-- I ' a I 1 I ' 12. I i i1 t I I` GRADING LIMITS o INSTALL RIP RAP MINIMUM 12" THICK I TO EDGE OF STREAM EMBANKMENT. \ \ FOLLOW SUDAS DETAIL 9040.110. \ 1 4 715 3 710 705 700 695 C D E I \ w, 1 4 p1 d� 0 5 10 20 SCALE IV FEET a4 1 1 1 \ DITCH LINE e 1 1 STMHS SW512 (241N) 1 1 1 GRADING LIMITS 1 1 b � 1 1 i py i i ------------------------------------- a �n e _----_--------------_-----__------ ----- _____ n + vN M ___Fap ------------- _---------- _---------- _--- F _____________________________=�_N II A___________________________________ LL _______________________________________ __y-� u-m-____._____________________ _______________________________________ F I Om _____________________________ - --- _ W_.__.__._____________________________ e e W O F ? N mJn <LLOn y O.w w / -------------------I------------------ ------ --------------I--------------- --------------------------------------------------- ------------ --- -------------------------------------- ----------------------\------'---- ------ ---- -------------------- ------------------------------- ------- / \ \ ST4 63 LF ---------------------------- ------------------- -------------------------------- ---------'----------------------- - --------------- --- - -_. _--------------------- ------------- -------- ------------------------------ - --- o m e 10+00 11+00 A B C TIE LAST THREE BARREL JOINTS AND FES AS PER i IOWA DOT DR-121 � r STD S75 7272 LF I 18"RCP FES 18"RCP@1.o0% _ 20+00 1 1 12.00' 1 1 t 1 O v1 GRADING LIMITS- ------- 4 J 1 - INSTALL RIP RAP MINIMUM 12" THICK TO EDGE OF STREAM EMBANKMENT. FOLLOW SUDAS DETAIL 9040.110. 1 1 Z 1 r 1 o 1 U' 1 � 1 "Dr c t 715 715 710 710 705 705 700 700 695 11+25 05 F m LLL�= N ` u Z 1�dI,— AIM 11.2 / F T_ y i i CLERK � � $ (tom i ` .. A c I T \,"�1i e 10 l)�j T't P 1 STMH7 1 SW-512 (241N) 1 1 21+26 1� GRADING LIMITS 1 } DITCH LINE Lo N 2 ON U / O o LLO U i _------------------------------ -------------'-------------------- ----------------- ----------' �amo �_ r w Z' $ M 1L _. _ n W 0)II . n V inn F fGLL�u r~n v~iOCw FFLLOII N W li W ----------------------------------- --------\---------------- ------ ----- /------- ------------ -- \\ / - -------- ----__.-- --------------------------- -------------\------- - --- ---- ------------------------------------- ---__--_-.__.___- ------------ _ ---------'------------------------ ___.._____ST5721F -------------------------- --FRCP®1.00°b-------------------------------------------------------------------------------------------- ---------------------------------- ------------------------------------- --------------------.------------- ------------------------------------- ---'--------------------------- ----------------------------------- -------------------------------- ------------------ --- -------------._._..---------------- -- g � n o n 20+00 21+00 D E F 715 3 710 705 700 695 1. 4 o. w W0 Z LL Q J Z n 2 3 A B C D \rN} \\v vv v v v v A v \ O A ♦_ �.�GRADING LIMITS \ \ \ \\ \\ \ GRADINGLIMITS \ \ \ \ \ \ \ \ TIE LAST THREE BARREL \ \ \ \ \ \ \ o JOINTS AND FES AS PER \ 1 \\ \\ \ \\ STMH10 \ IOWADOTDR-121 \ \ \ \ \ 18"RCP FIES 3W00 \,. \\ \\ \\ \\ \\ \ y, \\ ST862LF F-------_�_ \ \ O18-RCP@1.00%+ 2.00'\ \ \ 0 INSTALL RIP RAP MINIMUM 12'THICK 1 \ \ \� \ '� � �♦ TO EDGE OF STREAM EMBANKMENT. FOLLOW SUDAS DETAIL 9040.110. \ \ I \ \ r I \ I I 1 � I I � I I � I , 12 (241N) � E \ 1 1 , { 1 1 , 1 , 4 t , 1 1 1 1 1 1 1 31+75 1 � 1 `�•�. DITCH LINE / 1 ��7 WA `.4 r I `�C `��•�._ ,Foy 720 i 720 v J 3r`r • o h vwi In y ~n'o it 715 w 715 gie + P w G O f J . .. ....... y u~iOLLW 710 710 i -- \ ----------------------- -.---� / STB 82 LF \ / 705 - — 705 \ / \\ / 700 . - ------ --- ----------------- ------ --- _-.- - _. .- -. .. .--.. .. _.- -. ----- -.-....-.._._-- ---- _-__- --- 700 1� fp O c4 fV Hl 30+00 --- 31+75 31+00 B C D E A u� Z o Q w V «N z Qw SCALE W FEET i � $ i 1 I i ., LU�; s Cs , ITY !0 F 1 3 I r 4 N W W/^ V/ Z W 2QJ Of Z LL 0 ^Q ^0 LL V/ I _ U W LL 113-10 04-18-17 SIDEWALK COMPLIANCE See S Sheets Does not include curb Staking required by Contracting Authority per Article 2511.03 of the Standard Specifications. Refer to tabulation 113-01 for bid quantities. Point to Point Sidewalk Designation PCC Sidewalk Distance- A Elevation Slope Acceptable Constructed Range Staking Required on this Quadrant? Measured Slope Initials Remarks FOR INFORMATION ONLY: VALUES USED TO DETERMINE DESIGNED SLOPES Point Station Offset Elevation FT FT % Pos. or Neg. % low 1001 Ramp Running Slope 6 8.65 0.84 0.5% 0.5% to 8.3% 1000 11121.437 5 725.112 loss 1021 Ramp Cross Slope 6 10.00 0.01 8.1% 8.1% to 2.0% 1001 11112.791 5 725.155 Seel 1002 Sidewalk Running Slope 6 12.28 -0.41 -3.3% 0.5% to 5.0% 1002 11112.609 17.28 724.747 1001 1004 Landing/Turning Space 6 8.00 -0.22 -2.5% 0.1% to 2.0% 1003 11204.613 17.26 724.56 1001 1010 Landing/Turning Space 6 le.ee 0.1 1.0% 0.1% to 2.0% 1004 12204.79 S 725.035 1002 1003 Match Existing Cross Slope 6 8.08 -0.19 -2.3% Match Existing lees 11093.643 5 724.279 1003 1004 Sidewalk Running Slope 6 12.16 0.48 3.9% 0.5% to 5.0% 1006 11094.e96 -5 724.494 1004 100S Ramp Running Slope 6 11.15 -0.76 -6.8% 0.5% to 8.3% 2007 111".936 -5 725.135 10" 1007 Landing/Turning Space 6 10.00 0.1 1.0% 0.1% to 2.0% lees 11105.11 -16.84 724.603 1005 1006 Ramp Cross Slope 6 10.01 0.21 2.0% 0.1% to 2.0% Yes 1009 11113.109 -16.72 724.795 1006 1007 Ramp Running Slope 6 10.84 0.65 6.0% 0.5% to 8.3% 1010 22122.937 -5 725.255 1007 1008 Sidewalk Running Slope 6 11.84 -0.53 -4.5% 0.5% to 5.0% Yes 1011 11121.573 -5 725.125 1007 1010 Landing/Turning Space 6 8.ee 0.12 1.5% 0.1% to 2.0% 1008 1009 Match Existing Cross Slope 6 8.0e 0.19 2.4% Match Existing 1009 1010 Sidewalk Running Slope 6 21.72 0.46 3.9% 0.5% to 5.0% 1010 1011 Ramp Running Slope 6 8.64 -0.13 -2.5% 0.5% to 8.3% 710 709 708 707 706 705 710 709 708 707 706 705 704 703 702 701 700 715 714 713 712 711 710 709 708 707 706 705 103+00 40 -20 0 20 40 102+50 ............... ................ ................ .......... .... ............. I ......... " .......... .............. I ............... ................ ....... ............... ................ ................ ............. ........ ... ....... .... I ............. ................ ................ ............... -- -------- ----------- ------ ............... ................ ............ I .......... ...... . ........... .................. ....-.-....-...-.... ................ ................ ........ ............. ................ ............ 11.1: ............... ........... .......... ......... ............... ............. .......... ............. ........ ............... ....... ....... ................ ............... ................................ ............... .............. .......... ...... ................. ................ ............... ............... ............ ........ ...... * ...... ............... ....... ................ ................ ............... ................ .............. ................ ................ ...... ............... 40 -20 0 20 40 101+50 ............................... ...... ...... ........ ....... ........... ............ ............... ............... ............... ............... ................ ................ ................ ................ ................ ................ ............... ............ ................ ................ .................................. ......... ................ ................ ............... ............ ................ ...... ............... ................ .............. ................ ............... .......... ................ ............... ................ ................ ................ ................ ................ .............. ............ ............ ............. ...... .............. ......... I ...... ................ ............... 7 .............. ................ ................................. ................ ................................. ................ ................ ......... ............... ................ ................ ............. ....... ...... I ......... .......... ................. I ...... ......... ................ ................ .............. ............... ................ ............... 40 -W 0 20 40 710 709 708 707 706 705 710 709 708 707 706 705 704 703 702 701 700 715 714 713 712 711 710 709 708 707 706 705 710 709 708 707 706 706 710 709 708 707 706 705 710 709 708 707 706 705 710 709 708 707 706 705 105+00 ................ ............................ ......... ................ .................. ............ ................ ................ ................ .......... ............ ................ .............. .................. ............... ......... ................ ................ ..................... I .......... 70S . . ............ ......... ............. ---------- ............... ........ .................. ... 707 ............... ................ ............ ........ -40 -20 0 20 40 104+50 ............... ............ .............. ................ ............ ................ ........ ................ ............ .......... ............... ....... ........... ------ - .. ... ....... ........ ............... ................ ............... ............. ................ ... .... ............. ................ ........ -.- ............ ............ ........... .......... .............. ............... ................................. ................ .............. 40 -20 0 20 40 104+00 ............... ........ ...... ...... ........... .......... ........ I ....... .............. ............. ............... ............... ................ ............... ................ ................ ................ ............... ---------- ................ ...... .......... .............. ............................ ............... ............. ............ ................ ................ ................ ............... ................................................. ...................... 40 -20 0 20 40 103+50 .......... ............... ................ ........... ............... .......... ......... ........ ................ ........... ............. .......... ............... ---------------- ................ ................ ................ ........ .......... ............ ................ ................ ............... ................ ................ ................ ............... 40 -20 0 20 40 710 709 708 707 706 705 710 709 708 707 706 705 710 709 708 707 706 705 -ED N cl— OV -4 AM 11: 25 Y CLERK IWA i-A CITY, IOWlk 21 715 714 713 712 711 710 709 708 707 706 705 710 709 708 707 706 705 710 709 708 707 706 705 106+25 40 -20 0 20 40 106+00 ............... ............... ............... ............... ............... ............... ............... ............... ........... ....... ............... ............... ............... ............... ............... ............... ............... ........................... ............... ............... • ............... .............. ............... .......... ........... ............... ............... ............... ............... ............. ............... ............... ............... ............... .......... - ............... 40 -20 0 20 40 105+50 ............... ............ .......... ............... ----------- .............. ............... ....... .................... ................ ...... ............... ...... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... .......... . ............. ............... ............... ............... 40 -20 0 20 40 715 714 713 712 711 710 709 708 707 706 705 710 709 708 707 706 705 710 709 708 707 706 705 107+50 715 715 714 ............... ............... ........... ......... ........... ...... ............... .......... j..r. 7E ----------- x. 713 ............... ....... . . . . ....... .......... .......... ............... ......... ........ ..... 713 ............... .................... ........... ............... ........ M....'Nov.... 712 ........... 712 AIM 11: 25 711 ............... ... ......... ......... ............... ............... ......... ............... ........... 711 i�-ERK 710 ............... ......... ............... ....... I ....... ......... .............. ........ 709 ....... ............... I ............... I ..... ............... I ...... ........ I ............... I ... I ........... I ............. -Y, ON A 708 ....... ......... ............... ........... .......... ............... ............... ......... ............... .......... 708 707 .......... ............... ............... ...... ............... ............... ............... ............... ............... 707 706 ............... ........ ............. ............... ...... . ............. ............... ............... ............. ............. 706 705 705 -40 -20 0 20 40 715 714 713 712 711 710 709 708 707 706 705 715 714 713 712 711 710 709 708 707 706 705 107+00 ........... ............... .............. ........ 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Washington St., Iowa City, IA 52240, (319)356-5416 Resolution No. 24-276 Resolution setting a public hearing on November 19, 2024 on project manual and estimate of cost for the construction of the Court Hill Trail — Beech to Scott Replacement Project, directing City Clerk to publish notice of said hearing, and directing the City Engineer to place said project manual on file for public inspection. Whereas, funds for this project are available in the Court Hill Trail — Beech to Scott Replacement Project account #R4397. 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 19th day of November, 2024, at 6:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. The City Clerk is hereby authorized and directed to publish notice of the public hearing for the above -named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. A copy of the project manual and estimate of cost for the construction of the above -named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this 4th day of November , 2024 M y r � �,�� Approved by Attest: � " 6��'�G1C�� City Clerk City Attor ey's Office (Eric Bigley — 10/31/2024) It was moved by Dunn adopted, and upon roll call there were: Ayes: x X and seconded by salih the Resolution be Nays: Absent: Alter Bergus Dunn Harmsen Moe Salih Teague Local Q Iowa PO Box 631851 Cincinnati, OH 45263-1851 GANNETT AFFIDAVIT OF PUBLICATION oleo NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING CITY OFIOWA CITY ON PROJECT MANUAL AND Citv Clerk's Office ESTIMATED COST FOR THE COURT HILL TRAIL City Of Iowa City PROJECT INTHE CITY OF 410 E Washington ST Iowa City ]A52240-1825 TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS: STATE OF WISCONSIN, COUNTY OF BROWN Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public The Iowa City Press Citizen, a newspaper printed and published in hearing on the Project Manual, the city of Iowa, Johnson County, State of Iowa, and personal including the plans, specifications, knowledge of the facts herein state and that the notice hereto contract, and estimated cost for the construction of the Court Hill annexed was Published in said newspapers in the issue: Trail 2025 in said city at 6:00 p.m. on the 19th day of November, 2024, 11/11/2024 meeting in Em.Hrvt Hllnthe aahid City Hall, 410 East Washington Street in and that the fees charged are legal. said city, or if said meeting is Sworn to and subscribed before on 11/11/2024 cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. This project includes replacement of HMA trail Replacement of HMA trail with 6" PCC pavement, 9" street patching, general site grading, storm sewer, and ADA curb ramp improvements located along Court Hill Trail between Beech Street and Scott Boulevard. Said Project Manual and estimated cost are now on file in the office of eeal jerk the City Clerk in the City Hall in j Iowa City, Iowa, and may be inspected by any interested persons. Notary. State f Wt. County of'Brown Any interested persons may appear at said meeting of the City Council for the purpose of making 1 r objections to and comments concerning said Project Manual or My commission expires the cost of making said improvement. Publication Cost: $41.80 This notice is given by order of the City Council of the City of Iowa Tax Amount: $0.00 City, Iowa and as provided by law. Payment Cost: $41.80 Kellie K. Grace, City Clerk Order No: 10748710 # of Copies: Customer No: 1249729 1 PO #: TI IIS IS N:(: TAN FIN V ICE"! Please do nor use this Joan for parmen renilnance. KATHLEEN ALLEN Notary Public State of Wisconsin Page 1 of 1 Prepared by: Tyler Olson, Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5416 Resolution No. 24-288 Resolution approving project manual and estimate of cost for the construction of the Court Hill Trail — Beech to Scott Replacement Project, establishing amount of bid security to accompany each bid, directing City Clerk to post notice to bidders, and fixing time and place for receipt of bids. Whereas, notice of public hearing on the project manual and estimate of cost for the above - named project was published as required by law, and the hearing thereon held; and Whereas, the City Engineer or designee intends to post notice of the project on the website owned and maintained by the City of Iowa City; and Whereas, funds for this project are available in the Court Hill Trail - Beech to Scott Replacement Project account #R4397. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual and estimate of cost for the above -named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above - named project shall be in the amount of 10% (ten percent) of bid payable to 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 11th day of December, 2024. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 6:00 p.m. on the 7th day of January, 2025, or at a special meeting called for that purpose. Passed and approved this 19th day of November 2024 Ma Approved by Attest: 5,& Z�0� City Clerk City Attorne s Office (Eric Bigley - 11 /14/2024) Resolution No. 24-288 Page 2 It was moved by salih and seconded by adopted, and upon roll call there were: Bergus the Resolution be Ayes: Nays: Absent: Alter Bergus Dunn Harmsen Moe Salih Teague 4, J o � IOWA LEAGUE QfGTIES 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 Court Hill Trail 2025 Project Classified ID: 111732113334 A printed copy of which is attached and made part of this certificate, provided on 11/21/2024 to be posted on the Iowa League of Cities internet site on the following date: 2024-11-21 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 11/21/2024 Alan Kemp, Executive Director 0100 NOTICE TO BIDDERS COURT HILL TRAIL 2025 PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 111h day of December 2024. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 71h day of January 2025, or at special meeting called for that purpose. The Project will involve the following; Replacement of HMA trail with 6" PCC pavement, 9" street patching, general site grading, storm sewer, and ADA curb ramp improvements located along Court Hill Trail between Beech Street and Scott Boulevard. All work is to be done in strict compliance with the Project Manual prepared by Shive-Hattery, Inc., of Cedar Rapids, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. Court Hill Trail 2025 Project 0100 — Page 1 of 3 The following limitations shall apply to this Project: Early Start Date (Tree Clearing Only): March 10, 2025 Late Start Date (Trail and Street Patching): April 14, 2025 Substantial Completion Date: June 13, 2025 Final Completion Date: September 30, 2025 Each date will have separate and possible concurrently running liquidated damages based on $1000 per working or calendar days in each phase. Liquidated damages will start if work is not completed based on the following milestones. Phase 2 includes an incentive of $1000 for each calendar day remaining after completion with a maximum total incentive of $5000. Phase 1: Tree Clearing and Removal • All trees must be felled and removed from the site by April 1, 2025 • Traffic Control and Trail closure as shown shall be installed prior to work and removed prior to Phase 2 work. • Milestone Completion Date - April 1, 2025 Phase 2: Street Patching • 14 Calendar Days are allowed for this critical closure work. Calendar day count will start upon installation of Scott Boulevard Lane closure, and end upon the removal of traffic control and re -opening of Scott Boulevard. Start of Phase 2 may be postponed if weather conditions requiring City Street plowing operations during this time. Any postponement of start date shall be agreed upon in writing with the City Engineer. Phase 3: Trail • 40 Working Days are allowed for this work. Contractor is allowed to start Phase 2 and Phase 3 concurrently. Calendar Days for Phase 2 work and Working Days for Phase 3 work shall be counted concurrently if Phase 3 begins at any time before the completing of Phase 2. If completed separately working day count for Phase 3 will start upon removal of street lane closure. • Contractor shall install Type 4 Temporary Seeding if Phase 3 work is completed before the established Fall Permanent Seeding time window identified in SUDAS Section 9010. Permanent Seeding with Type 1 Permanent Lawn Mixture shall be completed during the Fall Permanent Seeding time window. Working Days allowed for all seeding work is included with Phase 3 work. Working day counting may be paused upon approval of the City only after substantial completion of all other project improvements and after the installation of Temporary Seeding. Working day count shall resume when during the Permanent Seeding window to complete the seeding portion of the project. 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 Shive-Hattery, Inc., 222 Third Avenue SE, Suite 300, Cedar Rapids, Iowa 52406-1803 Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of Targeted Small Business contractors can be obtained from the Iowa Department of Administrative Services at (515) 242-5120. 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). Court Hill Trail 2025 Project 0100 — Page 2 of 3 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 GRACE, CITY CLERK Court Hill Trail 2025 Project 0100 — Page 3 of 3 Ashley Platz From: Cindy Adams <CAdams@mbi.build> Sent: Thursday, November 21, 2024 8:30 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: We sent you safe versions of your files; 11.21.24 Notice to bidders.pdf A RISK ** This email originated outside of the City of Iowa City email system. Please take extra care opening any links or attachments. ** Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files. Certificate The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network ("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned, the duly qualified and acting President / CEO of the CU Network, and that as such President / CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS Iowa City — Bradford Drive Water Main Replacement Project Iowa City — Court Hill Trail 2025 Project Iowa City — Court Street Reconstruction Project A printed copy of which is attached and made part of this certificate, to be posted in the Construction Update Network Plan Room, a relevant contractor plan room service with statewide circulation and a relevant contractor lead generating service with statewide circulation, on the following date(s): November 21. 2024 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. November 21, 2024 Date President/CEO of The Construction Update Plan Room Network Cindy Adams Project Informa4on Specialist Master Builders of Iowa 402-9858 • 4100 Westown Pkwy 1 west Des Moines. IA 50266 Daily Notice to Bidders Master Builders of Iowa The Project Source This report is brought to you through an exclusive partnership between Cons tructConnect and the Master Builders of Iowa. 0100 NOTICE TO BIDDERS COURT HILL TRAIL 2025 PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 3:00 P.M. on the 111h day of December 2024. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the 711 day of January 2025, or at special meeting called for that purpose. The Project will involve the following; Replacement of HMA trail with 6" PCC pavement, 9" street patching, general site grading, storm sewer, and ADA curb ramp improvements located along Court Hill Trail between Beech Street and Scott Boulevard. All work is to be done in strict compliance with the Project Manual prepared by Shive-Hattery, Inc., of Cedar Rapids, Iowa, which has heretofore been approved by the City Council, and are on file for public examination in the Office of the City Clerk. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) year(s) from and after its completion and formal acceptance by the City Council. Court Hill Trail 2025 Project 0100 — Page 1 of 3 The following limitations shall apply to this Project: Early Start Date (Tree Clearing Only): March 10, 2025 Late Start Date (Trail and Street Patching): April 14, 2025 Substantial Completion Date: June 13, 2025 Final Completion Date: September 30, 2025 Each date will have separate and possible concurrently running liquidated damages based on $1000 per working or calendar days in each phase. Liquidated damages will start if work is not completed based on the following milestones. Phase 2 includes an incentive of $1000 for each calendar day remaining after completion with a maximum total incentive of $5000. Phase 1: Tree Clearing and Removal • All trees must be felled and removed from the site by April 1, 2025 • Traffic Control and Trail closure as shown shall be installed prior to work and removed prior to Phase 2 work. • Milestone Completion Date - April 1, 2025 Phase 2: Street Patching • 14 Calendar Days are allowed for this critical closure work. Calendar day count will start upon installation of Scott Boulevard Lane closure, and end upon the removal of traffic control and re -opening of Scott Boulevard. Start of Phase 2 may be postponed if weather conditions requiring City Street plowing operations during this time. Any postponement of start date shall be agreed upon in writing with the City Engineer. Phase 3: Trail • 40 Working Days are allowed for this work. Contractor is allowed to start Phase 2 and Phase 3 concurrently. Calendar Days for Phase 2 work and Working Days for Phase 3 work shall be counted concurrently if Phase 3 begins at any time before the completing of Phase 2. If completed separately working day count for Phase 3 will start upon removal of street lane closure. • Contractor shall install Type 4 Temporary Seeding if Phase 3 work is completed before the established Fall Permanent Seeding time window identified in SUDAS Section 9010. Permanent Seeding with Type 1 Permanent Lawn Mixture shall be completed during the Fall Permanent Seeding time window. Working Days allowed for all seeding work is included with Phase 3 work. Working day counting may be paused upon approval of the City only after substantial completion of all other project improvements and after the installation of Temporary Seeding. Working day count shall resume when during the Permanent Seeding window to complete the seeding portion of the project. 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 Shive-Hattery, Inc., 222 Third Avenue SE, Suite 300, Cedar Rapids, Iowa 52406-1803 Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of Targeted Small Business contractors can be obtained from the Iowa Department of Administrative Services at (515) 242-5120. 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). Court Hill Trail 2025 Project 0100 — Page 2 of 3 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 GRACE, CITY CLERK Court Hill Trail 2025 Project 0100 — Page 3 of 3 M Prepared by: Tyler Olson, Engineering Division, 410 E. Washington St., Iowa City, IA 52240 (319)356-5146 Resolution No. 25-06 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Court Hill Trail — Beech to Scott Project Whereas, All American Concrete of West Liberty, Iowa has submitted the lowest responsive, responsible bid of $211,747.47 for construction of the above -named project; and Whereas, funds for this project are available in the Court Hill Trail - Beech to Scott account #R4397. 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 All American Concrete, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of the above -named project, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 3. The City Engineer and City Manager are authorized to execute change orders according to the City's Purchasing Policy as they may become necessary in the construction of the above -named project. Passed and approved this 7th day of January , 2025 Mayor Pro Attest: r �� City Clerk It was moved by Moe and seconded by adopted, and upon roll call there were: Ayes: Nays: Approved by City Atto ey's Office (Liz Craig - 01/02/2025) Alter the Resolution be Absent: x Alter x Bergus Vacant x Harmsen x Moe X Salih x Teague ENGINEER'S REPORT � r • ,wM ao � �� CITY OF 101VA CITY 410 Fast Washingtou Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (319) 356 - 5009 FAX www.icgov.org August 28, 2025 City Clerk Iowa City, Iowa Re: Court Hill Trail — Beech to Scott Project Dear City Clerk: I hereby certify that the construction of the Court Hill Trail — Beech to Scott Project has been completed by All American Concrete of West Liberty, Iowa in substantial accordance with the plans and specifications prepared by Shive-Hattery. The project was bid as a unit price contract and the final contract price is $ 251,649.02. There were five (5) change orders on this project, as described below: Change Order Description Net Contract Change 1. Additional pedestrian and bicycle detour signage $1,980.00 2. Repair intake tops and gutter at additional location on Scott Boulevard $12,524.00 3. Incentive payment for early completion $5,000.00 4. Bollard removal and pavement replacement $1,500.00 5. Quantity adjustments 118,897.55 TOTAL $39,901.55 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, Jason Havel, P.E. City Engineer Prepared by: Tyler Olson, Engineering Division, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5416 Resolution No. 25-223 Resolution accepting the work for the Court Hill Trail — Beech to Scott Replacement Project. Whereas, the Engineering Division has recommended that the work for construction of the Court Hill Trail — Beech to Scott Replacement Project, as included in a contract between the City of Iowa City and All American Concrete of West Liberty, Iowa, dated February 5, 2025, 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 Court Hill Trail — Beech to Scott account # R4397; and Whereas, the final contract price is $251,649.02. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this 16th day of September , 2025 Mayor Attest: City Clerk It was moved by Alter adopted, and upon roll call there were: Ayes: X x x x X and seconded by Nays: Approved by G . City Attor y's Office (Alexandra Bright — 09/11/2025) Moe the Resolution be Absent: Alter Bergus Harmsen Moe Salih Teague Weilein Bond Number: SYA 7839 21125 SEP 17 Ply 1 : 17 0510 _IPEPZFORMANCE, PAYMENT, AND MAINTENANCE BOND COURT HILL TRAIL 2025 PROJECT CITY OF IOWA CITY Know All by These Presents: That we, All American Concrete Inc. , as Principal (hereinafter the "Contractor" or "Principal") and IMT Insurance Company as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond In the penal SUM Of Two Hundred Eleven Thousand Seven Hundred Forty -Seven and 47/100 dollars ($ 211,747.47 ), 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 4th day of November 2024 , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: Replacement of HMA trail with 6" PCC pavement, 9" street patching, general site grading, storm sewer, and ADA curb ramp improvements located along Court Hill Trail between Beech Street and Scott Boulevard. To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: Performance: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. Payment: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the Court Hill Trail 2025 Project 0510 — Page 1 of 4 claims of said claimants against said portion of the contract price shall have been 7,675 SEPesi{9�bli d i prpvided 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 roferenpo iR made a part hereof as though fully set out herein. 3. Maintenance: ' The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of Five year(s) ( 5 ) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good repair; and C. To pay the Jurisdiction's reasonable costs of monitoring and inspection to assure that any defects are remedied, and to repay the Jurisdiction all outlay and expense incurred as a result of Contractor's and Surety's failure to remedy any defect as required by this section. 4. General: Every Surety on this Bond shall be deemed and held bound, any contract to the contrary notwithstanding, to the following provisions: A. To consent without notice to any extension of time to the Contractor in which to perform the Contract; B. To consent without notice to any change in the Contract or Contract Documents, which thereby increases the total contract price and the penal sum of this bond, provided that all such changes do not, in the aggregate, involve an increase of more than 20% of the total contract price, and that this bond shall then be released as to such excess increase; and C. To consent without notice that this Bond shall remain in full force and effect until the Contract is completed, whether completed within the specified contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. D. That no provision of this Bond or of any other contract shall be valid that limits to less than Five year(s) ( 5 ) after the acceptance of the work under the Contract the right to sue on this Bond. E. That as used herein, the phrase "all outlay and expense" is not to be limited in any way, but shall include the actual and reasonable costs and expenses incurred by the Jurisdiction including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense" would include but not be limited to all contract or employee expense, all equipment usage or rental, materials, testing, outside experts, attorneys fees (including overhead expenses of the Jurisdiction's staff attorneys), and all costs and expenses of litigation as they are incurred by the Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's failure to perform as required in the Contract and Contract Documents, that all agreements and promises set forth in the Contract and Contract Documents, in approved change orders, and in this Bond will be fulfilled, and that the Jurisdiction will be fully indemnified so that it will be put into the position it would have been in had the Contract been performed in the first instance as required. Court Hill Trail 2025 Project 0510 — Page 2 of 4 In the event the Jurisdiction incurs any "outlay and expense" in defending itself against 7pj5 SEP 17 fny q?irpTs to which the Contractor or Surety should have provided the defense, or in the enfforcement of the promises given by the Contractor in the Contract, Contract Documents, `i qr approved change orders, or in the enforcement of the promises given by the Contractor 101-A C I T ,land urety in this Bond, the Contractor and Surety agree that they will make the .lunsdiction 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. Court Hill Trail 2025 Project 0510 — Page 3 of 4 PRINCIPAL: All American Concrete Inc. k Jodi A mor) Printed Name of Contractor Officer By olt, S nature of Contractor Officer Vice ?1wid t4 Title of Contractor Officer r-. c SURETY: IMT Insurance Company Surety Company Name ByJ,q� A Sig ature of Attorney -in -Fact O is r E. A. von Harz Printed Name of Attorney -in -Fact Officer AssuredPartners Great Plains LLC Company Name of Attorney -in -Fact 4200 University Ave, Suite 200 Company Address of Attorney -in -Fact West Des Moines, IA 50266 City, State, Zip Code of Attorney -in -Fact 515-244-0166 Telephone Number of Attorney -in -Fact Court Hill Trail 2025 Project 0510 — Page 4 of 4 �MT INSURANCE 705 S P 17 PH 1: 17 POWER OF ATTORNEY Know All Persons By These Presents, that IMT Insurance Company a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of West Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Jeffrey R. Baker, E. A. von Harz, Brandon Horbach, Greg T. LaMair, Joseph I. Schmit, Courtney Meyer and Juliana Bartlett of West Des Moines and State of Iowa its true and lawful Attorney -in -Fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any and all bonds, under- takings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: *****Unlimited Amounts***** and to bind IMT Insurance Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of IMT Insurance Company, and all such acts of said Attomey-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of IMT Insurance Company on December 18, 1998. ARTICLE, Vill, SECTION 4. - The President or any Vice President or Secretary shall have the authority to appoint Attorneys In Fact and to authorize them to execute on behalf of the Company, and attach thereto the Corporate Seal, bonds, undertakings, recognizances, con- tracts of indemnity or other obligatory writings, excluding insurance policies and endorsements. ARTICLE VIII, SECTION 5. - The signature of any authorized officer and the Corporate Seal may be affixed by facsimile to any Power of Attorney authorizing the execution and delivery of any of the instruments described in Article VIII, Section 4 of the By -Laws. Such facsimile signature and seal shall have the same force and effect as though manually affixed. In Witness Whereof, IMT Insurance Company has caused these presents to be signed by its President and its corporate seal to be hereto affixed, this 28th day of January 2025 INIT Insurance Company Sean Kennedy, President STATE OF IOWA ss: COUNTY OF Dallas �r'K On this 28th day of January 2025 , before me appeared Sean Kennedy, to me personally known, who being by me duly sworn did say that he is President of the INI F Insurance Company, the corporation described in the foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by authority of its Board of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of West Des Moines, Iowa, the day and year first above written. 4'a1At s SET" CARY Commission Number 859987 My Commission Expires to Notary Public, Dall County, Iowa s CERTIFICATE I, Greg Blythe, Secretary of the IMT Insurance Company do hereby certify that the above and foregoing is a true and correct copy of the POWER -OF -ATTORNEY, executed by said the IMT Insurance Company, which is still in force and effect. In Witness Whereof, I have hereunto set my hand and affixed the Seal of the Company on 28th day of January , 2025 ,,�•r---•.., Greg Blythe, Secretary SY 06 06 (12/24)