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HomeMy WebLinkAboutMERCER PARK/CITY PARK COURT IMPROVEMENTS PROJECT 2023MERCER PARK/CITY PARK COURT IMPROVEMENTS PROJECT 07-July-2023 Plans & Specs 11-July-2023 Res No. 23-200: Setting Public Hearing 17-July-2023 Notice of Public Hearing 31-July-2023 Revised Plans & Specs 01-Aug-2023 Res No. 23-221: Approving Project Manual and Estimate of Cost 03-Aug-2023 Notice to Bidders 05-Sept-2023 Res No. 23-238: Awarding Contract (McComas Lacina) 03-Oct-2023 Contract 03-Dec-2024 Engineer's report 10-Dec-2024 Res No. 24-294: Accepting the work 20-Dec-2024 Performance, Payment, & Maintenance Bond CITY OF IOWA CITY UNESCO CITY OF LITERATURE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT MANUAL FOR THE FORMAL PROPOSAL MERCER PARK/CITY PARK COURT IMPROVEMENTS PROJECT w IOWA CITY, IOWA AUGUST 1, 2023 �\,NNDSc y, GEOFFREY - O : ROEHLL =' • 00663 S '•. .• Q' 0005 CERTIFICATIONS PAGE I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Landscape Architect under the laws of the State of Iowa. 06/30/23 Geoffrey Roehll Date License Number: 00663 My license renewal date is December 31, 2023 Pages or sheets covered by this seal: "L" Series Sheets Mercer Park/City Park Court Improvements 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 C PLANS APPENDICES Mercer Park/City Park Court Improvements Project 0010 — Page 1 of 1 0100 NOTICE TO BIDDERS MERCER PARK/CITY PARK COURT IMPROVEMENTS PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 1:00 P.M. on the 22,d day of August 2023. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the fifth day of September, 2023, or at special meeting called for that purpose. The Project will involve the following: Site preparation earthwork erosion control drainage asphalt paving sport court surfacing concrete paving fencing sports equipment planting & restoration All work is to be done in strict compliance with the Project Manual prepared by Hitchcock Design Group, of Naperville, Illinois, 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 ofone (1) year from and after its completion and formal acceptance by the City Council Mercer Park/City Park Court Improvements Project 0100 —Page 1 of Z The following limitations shall apply to this Project: Specified Start Date: September 18, 2023 Substantial Completion Date: November 1, 2023 Final Completion Date: May 15, 2024 Liquidated Damages: $500 per day All of the bid items listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date except temperature/weather dependent items. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll -Free: (800) 779-0093. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall list on the Contract its subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK r�s w Mercer Park/City Park Court Improvements Project 0100 — Page 2 of 2 0110 NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATED COST FOR THE {TEMPLATE - INSERT PROJECT NAME} 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 Mercer Park/City Park Court Improvements in said city at 1:00 p.m. on the 22d day of August, 2023, said meeting to be held in the Emma J. Harvat Hall in the City Hall, 410 East Washington Street in said city, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. This project includes: Site preparation, earthwork, erosion control, drainage, asphalt paving, sport court surfacing, concrete paving, fencing, sports equipment, planting, & restoration and is located at: Mercer Park 1317 Dover Street Iowa City, IA 52240 City Park 200 Park Road Iowa City, IA 52246. Said Project Manual and estimated cost are now on file in the office of the City Clerk in the City Hall in Iowa City, Iowa, and may be inspected by any interested persons. Any interested persons may appear at said meeting of the City Council for the purpose of making objections to and comments concerning said Project Manual or the cost of making said improvement. This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law. Kellie K. Fruehling, City Clerk c-� --a Mercer Park/City Park Court Improvements Project 0110 — Page 1 of 1 0200 INSTRUCTIONS TO BIDDERS MERCER PARK/CITY PARK COURT IMPROVEMENTS PROJECT Optional Pre -Bid Meeting: a. Time, Date, and Location: Date and Time: August 15, 2023, 10:00 AM Location: City Hall 410 E Washington Street Iowa City, Iowa Engineering Conference Room, 3d Floor 2. Bid Submittals: a. Time, Date and Location: August 22, 2023, 1:00 PM 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 w Envelope 2: Proposal C. See Section 1020, as may be supplemented, for complete descriptions of proposal requirements and conditions. Bidder Status: a. Use the Bidder Status Form included in Section 0405. b. Submit in accordance with 0200.2.b above. 77 C. See Section 0405 for the Worksheet: Authorized to Transact Business and B75 Iowa Administrative Code Chapter 156 (73A), found at the following website. https://www. leg is. Iowa gov/docs/iac/chapter/08-15-2018.875.156.pdf, for assistance in completing the form. 4. Bid Security: a. Use the Bid Bond Form included in Section 0410. b. Submit in accordance with 0200.2.b above. C. Bid security is 10% of the total bid, including all added alternates (do not deduct the amount of deducted alternates). d. See Section 1020, as may be supplemented, for a complete description of the bid security requirements. Progress and Schedule: a. Contract Times: Specified Start Date: September 18, 2023 Substantial Completion Date: November 1, 2023 Final Completion Date: May 15, 2024 Liquidated Damages: $500 per day All of the bid items listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date except temperature/weather dependent items. b. Work Restrictions: i. No work shall be done between 10:00 pm and 7:00 am without the approval Mercer Park/City Park Court Improvements Project 0200 — Page 1 of 3 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. Community Events: i. The Contractor should look at community calendars to determine potential conflicts with planned construction activities and schedule. ii. The Contractor should make sure their activities are not impacting community events. iii. No work shall occur on University of Iowa Home Football game days. 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 one (1) year 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 name, address and phone number of the contact person, for City verification. 12. Contract Documentation: a. The Contractor must demonstrate an active subscription to Doc Express (Grogram by Info Tech, Inc.) is maintained. Doc Express will be used to process Mercer Park/City Park Court Improvements Project 0200 — Page 2 of 3 documentation, including, but not limited to, contract documents, change orders, shop drawings, certificates, equipment lists, progress payments, and other electronic submittals. b. Record documentation is required on all projects in accordance with Section 1090, 1.08.E of the Supplemental Specifications. Liquidated damages will be considered if adequate record documentation is not submitted by the Final Completion Date. Mercer Park/City Park Court Improvements Project 0200 — Page 3 of 3 INSERT IN ENVELOPE 2 0400 PROPOSAL MERCER PARK/CITY PARK COURT IMPROVEMENTS 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. c_... r Mercer Park/City Park Court Improvements Project 0400 — Page 1 of 5 INSERT IN ENVELOPE 2 BID ITEM DESCRIPTION UNITS ESTIMATED UNIT EXTENDED QUANTITY PRICE AMOUNT Mercer Park 1 Subdrain, Solid Wall PVC, LF 359 8" 2 Subdrain Cleanout, Type EA 4 A-1, 8" 3 Intake, SW512, 8"-30" EA 4 4 Connection to Existing EA 1 Manhole 5 Pavement, PCC, 5" SY 40 6 Pavement, Asphalt, 3" SY 292 Surface Course, 8" Base 7 Asphalt Overlay, 2" SY 3947 Surface Course 8 Pavement Removal SY 4065 9 Hydraulic Seeding, AC 0.28 Seeding, Fertilizing, and Mulching, Type 2 10 Silt Fence LF 1060 11 Chainlink Fence, 8' Ht. LF 84 12 Chainlink Fence, LF 1207 Pickleball/Tennis, 10' Ht. 13 Chainlink Fence, LF 340 Pickleball, 4' Ht. 14 Chainlink Fence, EA 16 Pickleball/Tennis Gates, 10' Ht. 15 Chainlink Fence, Gates, EA 1 8' Ht. 16 Removal of Fence LF 1449 17 Construction Survey LS 1 18 Mobilization LS 1 19 Tennis Nets Installation EA 2 20 Pickleball Nets Installation EA 9 21 Practice Backboard EA 1 22 Tree Protection LF 486 Removal and Disposal of EA 1 23 Tree Removal and Disposal of EA 11 24 Tennis Netting/Posts 25 Balanced Earthwork CY 3879 = `' 26 Sort Court Color Coat SY 3947 Sport Court Striping, EA 11 27 Pickleball/Tennis rQ 28 Pickleball Rigid Slats LF 789 Mercer Park/City Park Court Improvements Project 0400 — Page 2 of 5 INSERT IN ENVELOPE 2 BID ITEM DESCRIPTION UNITS ESTIMATED UNIT EXTE DED QUANTITY PRICE AM NT Mercer Park 1 Subdrain, Solid Wall PVC, LF 453 8° 2 Subdrain Cleanout, Type EA 4 A-1, 8" 3 Intake, SW512, 8"-30" EA 4 4 Connection to Existing EA 1 Manhole 5 Pavement, PCC, 5" SY 35 6 Pavement, Asphalt, 3" SY 521 Surface Course, 8" Base 7 Asphalt Overlay, 2" SY 3994 Surface Course 8 Pavement Removal SY 9 Hydraulic Seeding, AC Seeding, Fertilizing, and 77r6i Mulching, Type 2 10 Silt Fence LF 11 Chainlink Fence, 8' Ht. LF 85 12 Chainlink Fence, LF 1295 Pickleball/Tennis, 10' Ht. 13 Chainlink Fence, 336 Pickleball, 4' Ht. 14 Chainlink Fence, EA 16 Pickleball/Tennis Gate , 10' Ht. 15 Chainlink Fence, G es, EA 1 8' Ht. 16 Removal of Fe e LF 1432 17 Construction Ourvey LS 1 18 MobiIizatio LS 1 19 Tennis N s Installation EA 2 20 Picklebo Nets Installation EA 9 21 PractA Backboard EA 1 22 Ble hers Installation EA 2 23 Protection LF 195 lremovaland Disposal of EA 1 24 ee Removal and Disposal of EA 11 25 Tennis Netting/Posts 26 Balanced Earthwork CY 3879 27 Sort Court Color Coat SY 3994 Sport Court Striping, EA 11 _. 2 Pickleball/Tennis 9 Tennis and Pickleball LF 1932 Mercer Park/City Park Court Improvements Project 0400 — Page 2 of 5 INSERT IN ENVELOPE 2 29 Tennis Court Control LS 1 Panel Lighting Complete City Park 1 Pavement, PCC, 5" SY 100 2 Asphalt Overlay, 3" SY 190 Surface Course, 8" Base 3 Asphalt Overlay, 2" SY 4086 Surface Course 4 Pavement Removal SY 4232 5 Hydraulic Seeding, AC 0.25 Seeding, Fertilizing, and Mulching, Type 2 6 Chainlink Fence, Tennis, LF 898 10' Ht. 7 Chainlink Fence, Tennis EA 6 Gates, 10' Ht. 8 Removal of Fence LF 958 9 Construction Survey LS 1 10 Mobilization LS 1 11 Tennis Nets Installation EA 6 12 Basketball Nets and EA 1 Posts 13 Practice Backboard EA 1 14 Tree Protection LF 395 Removal and Disposal of EA 6 15 Tennis Netting Removal and Disposal of EA 2 16 Basketball Nets and Posts 17 Balanced Earthwork LS 1 18 Sort Court Color Coat SY 4086 Sport Court Striping, EA 6 19 Tennis Sport Court Striping, EA 1 20 Basketball TOTAL EXTENDED AMOUNT = $ The Bidder may submit computer -generated unit price table in accordance with the Special Provisions. w C.G b Mercer Park/City Park Court Improvements Project 0400 — Page 3 of 5 INSERT IN ENVELOPE 2 Windscreen Tennis Court Control LS 1 30 Panel Lighting Complete City Park 1 Pavement, PCC, 5" SY 864 2 Asphalt Overlay, 3" SY 140 , Surface Course, 8" Base , 3 Asphalt Overlay, 2" SY 3996 Surface Course ' 4 Pavement Removal SY 4136 5 Hydraulic Seeding, AC 0.13 Seeding, Fertilizing, and Mulching, Type 2 6 Chainlink Fence, Tennis, LF 921 10' Ht. 7 Chainlink Fence, Tennis EA 6 Gates, 10' Ht. 8 Removal of Fence LF ;J 958 9 Construction Survey LS 1 10 Mobilization LS,,," 1 11 Tennis Nets Installation EA 6 Basketball Nets and EA 2 12 Posts 13 Practice Backboard EA 1 14 Tree Protection LF 395 Removal and Disposal of EA 6 15 Tennis Nettingi Removal and Dfsposal of EA 2 16 Basketball Nets and Posts 17 Balanced Earthwork LS 1 18 Sort Court Color Coat SY 4136 Sport, Court Striping, EA 6 19 TeOis Sport Court Striping, EA 1 20 ,-Basketball 21 / Tennis Windscreen LF 775 TOTAV EXTENDED AMOUNT = $ The Bidder may submit computer -generated unit price table in accordance with the; Special J Rrovisions. c _ Mercer Park/City Park Court Improvements 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. w ry r�. � a : Mercer Park/City Park Court Improvements 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 Telephone Number b N NOTE: The signature on this proposal must be an original signature in ink; copies, facsimiles, or electronic signatures will not be accepted. Mercer Park/City Park Court Improvements 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 Chapter 156. To be completed by all bidders Part A ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine ifyour 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) Dates: to (mm/dd/yyyy) City, State, Zip Code: Address: 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. C_ You may attach additional sheet(s) if needed. t s To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: Signature: Date: Mercer Park/City Park Court Improvements 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. Mercer Park/City Park Court Improvements Project 0405 — Page 2 of 2 INSERT IN ENVELOPE 1 0410 BID BOND FORM MERCER PARK/CITY PARK COURT IMPROVEMENTS 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 Mercer Park/City Park Court Improvements Project. NOW, THEREFORE, (a) If said Bid shall be rejected, or in the alternate, (b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified, and the Principal shall then furnish a security for the Principal's faithful performance of said Project, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Project, as agreed to by the City's acceptance of said Bid, then this obligation shall be void. Otherwise this obligation shall remain in full force and effect, provided that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the amount of the obligation stated herein. By virtue of statutory authority, the full amount of this bid security shall be forfeited to the Owner in the event that the Principal fails to execute the contract and provide the security, as provided in the Project Manual or as required by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its security shall in no way be impaired or affected by any extension of the time within which the Owner may accept such Bid or may execute such contract documents, and said Surety does hereby waive notice of any such time extension. The Principal and the Surety hereto execute this bid security this of , A.D., 20_. Witness Witness day (Seal) Principal By. '. (Title) Surety By: (Attorney -in -fact) Attach Power -of -Attorney, if applicable (Seal) Mercer Park/City Park Court Improvements Project 0410 — Page 1 of 1 0500 CONTRACT MERCER PARK/CITY PARK COURT IMPROVEMENTS 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 1st day of August, 2023, for the Mercer Park/City Park Court Improvements ("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 ape shall be as binding as if called for by all. C--- Mercer Park/City Park Court Improvements Project 0500 — Page 1 of 2 3 The names of those persons, firms, companies or other parties, acknowledged by the City, with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows (or shown on an attachment): DATED this day of , 20 (The City of Iowa City will date this Contract after all signatures are obtained) City Contractor By: By: Signature of City Official Signature of Contractor Officer Printed Name of City Official ATTEST: City Clerk (for Formal Projects only) APPROVED BY: City Attorney's Office Printed Name of Contractor Officer Title of Contractor Officer ATTEST: By. (Company Official): -.-J -a Mercer Park/City Park Court Improvements Project 0500 - Page 2 of 2 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND MERCER PARK/CITY PARK COURT IMPROVEMENTS 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: Site preparation, earthwork, erosion control, drainage, asphalt paving, sport court surfacing, concrete paving, fencing, sports equipment, planting, & restoration for the refurbishment/update/expansion of existing tennis court areas. To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: Performance: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. Payment: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the Mercer Park/City Park Court Improvements 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. 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 one year (1) 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 one year (1) 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. Mercer Park/City Park Court Improvements 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. Mercer Park/City Park Court Improvements Project 0510 — Page 3 of 4 PRINCIPAL: SURETY: Printed Name of Contractor Officer Surety Company Name By By Signature of Contractor Officer Signature of Attorney -in -Fact Officer Title of Contractor Officer Printed Name of Attorney -in -Fact Officer Company Name of Attorney -in -Fact Company Address of Attorney -in -Fact City, State, Zip Code of Attorney -in -Fact Telephone Number of Attorney -in -Fact NOTE: 1. All signatures on this performance, payment, and maintenance bond must be original signatures in ink; copies, facsimile, or electronic signatures will not be accepted. 2. This bond must be sealed with the Surety's raised, embossing seal. 3. The Certificate or Power of Attorney accompanying this bond must be valid on its face and sealed with the Surety's raised, embossing seal. 4. The name and signature of the Surety's Attorney-in-Fact/Officer entered on this bond must be exactly as listed on the Certificate or Power of Attorney accompanying this bond. Mercer Park/City Park Court Improvements 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 subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at lbwa City City Code Section 2-3-1. Mercer Park/City Park Court Improvements 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 v Street Address c_ City, State, Zip Code - Mercer Park/City Park Court Improvements Project 0520 - Page 2 of 6 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Title Print Name Date r- I-IJ k-AJ Mercer Park/City Park Court Improvements Project 0520 — Page 3 of 6 SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES COMPANY POLICY Determine your company's policy regarding equal employment opportunities. Document the policy and post it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all potential sources of employees and to your subcontractors asking their cooperation. The policy statement should recognize and accept your responsibility to provide equal employment opportunity in all your employment practices. In regard to dissemination of this policy, this can be done, for example, through the use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web page postings, employee handbooks, and advertising. EQUAL EMPLOYMENT OPPORTUNITY OFFICER Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of administering and promoting your company's Equal Employment Opportunity program. This person should have a position in your organization which emphasizes the importance of the program. 3. INSTRUCT STAFF Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions should be trained and required to comply with your policy and the current equal employment opportunity laws. 4. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to ensure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job -related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws: Biased Mercer Park/City Park Court Improvements 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://codelibrary amIegal com/codes/iowacitVia/Iatest/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. Mercer Park/City Park Court Improvements 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. Mercer Park/City Park Court Improvements Project 0520 — Page 6 of 6 0530 WAGE THEFT POLICY It is the policy of the City of Iowa City, as expressed by City Council Resolution No. 15-364 adopted on November 10, 2015, not to enter into certain contracts with, or provide discretionary economic development assistance to, any person or entity (including an owner of more than 25% of the entity) who has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, for a period of five (5) years from the date of the last conviction, entry of plea, administrative finding or admission of guilt. (hereinafter "Wage Theft Policy") Application. The Wage Theft Policy applies to the following: a. Contracts in excess of $25,000 for goods, services or public improvements. b. Contracts for discretionary economic development assistance. "Discretionary" economic development assistance shall mean any economic development assistance provided by the City of Iowa City that is not required by law. I. 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 fallowing actions have been taken: a. There has been a bona fide change in ownership or control of the ineligibles person or entity; b. Disciplinary action has been taken against the individual(s) responsible for the acts giving rise to the violation(s); Mercer Park/City Park Court Improvements 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 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. Mercer Park/City Park Court Improvements Project 0530 — Page 2 of 3 WAGE THEFT AFFIDAVIT I, , certify under penalty of perjury and pursuant to the laws of the State of Iowa that the following is true and correct: I am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 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 Mercer Park/City Park Court Improvements Project 0530 — Page 3 of 3 SUDAS STANDARD SPECIFICATIONS The City of Iowa City has adopted the SUDAS Standard Specifications for use on all public improvement projects and construction within the public right-of-way. The SUDAS Standard Specifications are incorporated herein by reference. Copies of the current version of the SUDAS Standard Specifications Manual can be obtained from the SUDAS website at: https://iowasudas.org/manuals/specifications-manual/. These specifications are kept on file in the City Engineer's Office and will be made available for viewing by City staff and the public. Previous editions of the SUDAS Standard Specifications can be found here: https://iowasudas.org/archived-specifications/. Mercer Park/City Park Court Improvements 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. Mercer Park/City Park Court Improvements Project Page 1 of 1 SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the Supplemental Specifications to the 2023 Edition of the SUDAS Standard Specifications Manual for use on all public improvement projects and construction within the public right-of-way. The Supplemental Specifications are incorporated herein by reference. Copies of the current version can be obtained at: https://www.iowa- city.org/weblink/0/edoc/1845668/CIC%2OSupplemental%2OSpecs.pdf or are available in the City Engineering Division Office. r-a W 5 � 4 .F.-' . N Mercer Park/City Park Court Improvements Project Page 1 of 1 SPECIAL PROVISIONS The City of Iowa City allows bidders to submit a computer -generate attachment, hereinafter referred to as unit price attachment, in lieu of completing that portion of the Proposal identifying the bid items, description, unit, quantity, and unit prices. See Section 1020, 1.09.13, for details on preparing a computer -generated unit price attachment. This project includes several additional modifications to the SUDAS Standard Specifications beyond the Supplemental Specifications referenced earlier in this Project Manual. See Attached Table of Contents Section 000010 w 33- N Mercer Park/City Park Court Improvements Project Page 1 of 1 PLANS See Attached List of Drawings Section 000015 Y^-J V� N Mercer Park/City Park Court Improvements Project Page 1 of 1 APPENDICES See Attached Geotechnical Investigation Report N bad fV Mercer Park/City Park Court Improvements Project Page 1 of 1 INTRODUCTORY INFORMATION > SECTION 000010 — TABLE OF CONTENTS INTRODUCTORY INFORMATION 000001 Iowa City Project Manual 000010 Table of Contents 000015 List of Drawings Division 03 — CONCRETE 033000 Cast -in -place Concrete Division 11 — EQUIPMENT 116800 Play Field Equipment and Structures Division 26 — ELECTRICAL 260500 Basic Electrical Requirements 260505 Electrical Demolition for Remodeling 260513 Wire and Cable 260526 Grounding and Bonding 260527 Supporting Devices 260533 Conduit and Boxes 260533 Electrical Identification Division 31 — EARTHWORK 311000 Site Clearing 312000 Earth Moving 312301 Excavation and Backfill 312500 Erosion and Sediment Control Division 32 - EXTERIOR IMPROVEMENTS 321216 Asphalt Paving 321313 Concrete Paving 321823.53 Sport Court Surfacing 323114 Chain Link Fences and Gates 327101 Constructed Bioswale 329200 Turf & Grasses Division 33 — UTILITIES w c-- 334616 Sub -Drainage Piping - APPENDIX Pavement Coring Results- Mercer Park and City Park _„.;, Dated: March 13, 2023 N END OF SECTION 000010 MERCER PARK AND CITY PARK COURTS TABLE OF CONTENTS 000010 - 1 SECTION 000015 — LIST OF DRAWINGS PART 1 - GENERAL 1.1 DESCRIPTION Sheet Number Sheet Name G1.0 Project Plan Items G1.1 Project Plan Items Mercer Park L-Series L1.0 Existing Conditions Plan L2.0 Site Preparation and Removals Plan L3.0 Layout and Materials Plan L3.1 Layout and Materials Plan L4.0 Planting Plan C-Series C1.0 Civil Notes and Legend C2.0 Site and Utility Plan C3.0 Overall Grading & Erosion & Control Plan C3.1 Detailed Grading Plan 1 C4.0 Civil Details E-Series E1.0 Electrical Site Plan E2.0 Electrical Details City Park L-Series L5.0 Existing Conditions Plan L6.0 Site Preparation and Removals Plan L7.0 Layout and Materials Plan L8.0 Planting Plan C-Series C5.0 Civil Notes and Legend C6.0 Site Layout and Paving Plan C7.0 Grading Plan C8.0 Civil Details E-Series E0.0 Electrical Coversheet E1.0 Site Demolition Plan - Electrical E2.0 Site Plan — Electrical Shared Details .: c L9 0-1,9 2 Details ;< � PART 2 - PRODUCTS (Not Used) 't7 PART 3 - EXECUTION (Not Used) N END OF SECTION 000015 MERCER PARK / CITY PARK LIST OF DRAWINGS 000015 - 1 BIDDING REQUIREMENTS C-7) Na TECHNICAL SPECIFICATIONS r-.4 C= �5- Mr- ZP73 JUL -7 PM 1: 42 x !-I' .,\ u C I T Y, 10 SECTION 033000 - CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.1 SUMMARY A. This Section specifies cast -in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes. B. See Division 31 Section "Earth Moving" for drainage fill under slabs -on -grade. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Design Mixtures: For each concrete mixture. C. Concrete cylinder testing. 1.3 QUALITY ASSURANCE A. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities." B. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1. ACI 301, "Specification for Structural Concrete," Sections 1 through 5. 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." PART2-PRODUCTS =.D C 2.1 FORM -FACING MATERIALS r-• A. Smooth -Formed Finished Concrete: Form -facing panels that will provide cew—ftuousJ,true,,and smooth concrete surfaces. Furnish in largest practicable sizes to minimize nd bar o€jpints.,"f B. Rough -Formed Finished Concrete: Plywood, lumber, metal, or another sp�iovqt materiiat. Provide lumber dressed on at least two edges and one side for tight fit. x? ry MERCER PARK / CITY PARK COURT IMPROVEMENTS CAST -IN -PLACE CONCRETE 033000 - 1 2.2 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. B. Plain -Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as -drawn steel wire into flat sheets. C. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice." 2.3 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project: 1. Portland Cement: ASTM C 150, Type II a. Fly Ash: ASTM C 618, Class C. b. Ground Granulated Blast -Furnace Slag: ASTM C 989, Grade 100 or 120. B. Normal -Weight Aggregates: ASTM C 33, graded, 3/4-inch nominal maximum coarse - aggregate size. 1. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. C. Lightweight Aggregate: ASTM C 330, 1/2-inch nominal maximum aggregate size. D. Water: ASTM C 94/C 94M and potable. E. Air -Entraining Admixture: ASTM C 260. F. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 1. Water -Reducing Admixture: ASTM C 494/C 494M, Type A. 2. Retarding Admixture: ASTM C 494/C 494M, Type B. 3. Water -Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. 4. High -Range, Water -Reducing Admixture: ASTM C 494/C 494M, Type F. 5. High -Range, Water -Reducing and Retarding Admixture: ASTM C 49jS 494M, Type G. ; 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type L c KKr 2.4 CURING MATERIALS , .... A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for ap icati to fresh concrete. c.a MERCER PARK / CITY PARK COURT IMPROVEMENTS CAST -IN -PLACE CONCRETE 033000 - 2 B. Water: Potable. C. Clear, Waterborne, Membrane -Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A. 2.5 RELATED MATERIALS A. Expansion- and Isolation -Joint -Filler Strips: Expansion- and Isolation -Joint -Filler Strips: '/2" thick polypropylene foam, closed cell, expansion joint filler (NomaFlex or equal) B. Joint Sealant: See Division 32 "Concrete Paving" C. Aggregate Base Course: See Division 32 "Earth Moving" 2.6 CONCRETE MIXTURES A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. B. Proportion normal -weight concrete mixture as follows: 1. Minimum Compressive Strength: 4500 psi at 28 days. 2. Maximum Water-Cementitious Materials Ratio: 0.40. 3. Slump Limit: 3 inches, plus or minus 1 inch. 4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 1-inch nominal maximum aggregate size. 2.7 FABRICATING REINFORCEMENT A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.8 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M, and furnish batch ticket information. 1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. ` ; C_ a r✓ i±m CD W MERCER PARK / CITY PARK COURT IMPROVEMENTS CAST -IN -PLACE CONCRETE 033000 - 3 PART 3 - EXECUTION 3.1 FORMWORK A. Design, erect, shore, brace, and maintain formwork according to ACI 301 to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. C. Provide ''/2" chamfer of exterior corners and edges of permanently exposed concrete unless otherwise noted. D. Provide removable blocking material within formwork to create shapes indicated on cast -in - place wall sides. 3.2 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in -place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. B. Place expansion joint material with caulk around all embedded items. 3.3 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. 3.4 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of cot�ete. w B. Construction Joints: Install so strength and appearance of concrete ark knot impaired;- .#t locations indicated or as approved by Architect. 3.5 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, -end ZMbeddea items is complete and that required inspections have been performed. -E" W B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. 1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. MERCER PARK / CITY PARK COURT IMPROVEMENTS CAST -IN -PLACE CONCRETE 033000 - 4 C. Cold -Weather Placement: Comply with ACI 306.1. D. Hot -Weather Placement: Comply with ACI 301. 3.6 FINISHING FORMED SURFACES A. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed -surface irregularities. Apply to concrete surfaces below finish grade. B. Smooth -Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed -surface irregularities. 1. Apply to concrete surfaces above finish grade. 2. Apply rubbed finish to these surfaces. C. Rubbed Finish: Apply the following to smooth -formed finished as -cast concrete where indicated: Amphitheater Seating 1. Smooth -Rubbed Finish: Not later than one day after form removal, moisten concrete surfaces and rub with carborundum brick or another abrasive until producing a uniform color and texture. Do not apply cement grout other than that created by the rubbing process. D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. 3.7 FINISHING SLABS C.— s A. General: Comply with ACI 302.1R recommendations for screeding, re-st�1—'hten�ng, aid;, finishing operations for concrete surfaces. Do not wet concrete surfaces. --t B. Broom Finish: Apply a medium broom finish to match adjacent paving where icalil�i.- 3.8 CONCRETE PROTECTING AND CURING W A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI306.1 for cold -weather protection and ACI301 for hot - weather protection during curing. B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing MERCER PARK / CITY PARK COURT IMPROVEMENTS CAST -IN -PLACE CONCRETE 033000 - 5 operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Cure concrete according to ACI 308.1, by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not less than seven days. 2. Curing and Sealing Compound: Apply uniformly to slabs in a continuous operation by power spray, or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period. 3.9 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architect's approval. 3.10 FIELD QUALITY CONTROL A. Testing and Inspecting: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. 1. Testing Services: Tests shall be performed according to ACI 301. 2. Contractor to pull 3 cylinders for every 50 CY of concrete for compression testing. One at 7 days, one at 28 days and a spare. END OF SECTION 033000 C= C1 w 1 - C- .. k C 't7 `., J 7) 3' Z., W MERCER PARK / CITY PARK COURT IMPROVEMENTS CAST -IN -PLACE CONCRETE 033000 - 6 SECTION 116800 - PLAY FIELD EQUIPMENT AND STRUCTURES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Tennis and Pickleball Equipment B. See manufacturer's specifications for additional information pertaining to the Shelter included at the end of this section. 1.2 SUBMITTALS A. Shop Drawings: Show fabrication and installation details for play equipment and structures. B. Stamped Engineering Drawings: Provide stamped and sealed engineering calculations and drawings for all structures including Shelters and associated footings in accordance with local codes. Contractor to coordinate electrical cutouts per Architect and Owner's approval with each structure manufacturer. C. Manufacturers Kit: 1. Installation Drawings 2. Touch up Paint 3. Spare Parts 4. Instruction & Maintenance Manuals D. Manufacturer's Representative Post -Inspection Letter 1. A manufacturer's representative, as coordinated by Contractor, will be required to conduct an on -site inspection verifying that the structures have been installed in accordance with the manufacturer's specifications. Following the inspection and approval, correspondence shall be directed to the Owner certifying that the structures have been installed in accordance with the manufacturer's specifications. This letter is required for each manufacturer included in the project. E. Manufacturers' standard warranty. 1.3 DELIVERY, HANDLING AND STORAGE A. Contractor shall coordinate the delivery and acceptance of the play equipment with t1Le Owner. B. The installing contractor shall check all materials delivered to the site to ensure..tha>' the correct materials have been received and are in good condition. The installing contrar will be responsible for notifying the Owner and Supplier of any missing or damaged item4 within 10 days of delivery. If the installing contractor fails to notify the Owner and Supplieswithin 10 days of delivery, or finds missing or damaged items after this date, t&y -Will -assume the financial responsibility for repairs and replacements. MERCER PARK / CITY PARK COURT IMPROVEMENTS 4r16800 - 1 PLAY FIELD EQUIPMENT AND STRUCTURES 1.4 QUALITY ASSURANCE A. Installer Qualifications: An employer of workers trained and approved by manufacturer. PART2-PRODUCTS 2.1 TENNIS POSTS, NET, and CENTER STRAP 1. Posts, Pair a. Model:63051 b. Product: Premier RD-42 Tennis Posts, 3-inch OD C. Color: Black d. Manufacturer: Douglas Sports e. Contact: Jennifer Rivera, NuToys (708) 579-9055 2. Ground Sleeves, Pair a. Model:63424 b. Product: GS-24RD Galvanized Steel Ground Sleeves, 24" Long for 3" OD Posts C. Manufacturer: Douglas Sports d. Contact: Jennifer Rivera, NuToys (708) 579-9055 Tennis Net a. Model:30029 b. Product: TN-30 Tennis Net, 3.Omm with Polyester Headband . C. Manufacturer: Douglas Sports d. Contact: Jennifer Rivera, NuToys (708) 579-9055 4. Center Strap and Anchor a. Model: 20600 Center Strap and 63428 Anchor b. Product: Deluxe ACS Adjustable Center Strap and Center Piper Anchor C. Manufacturer: Douglas Sports d. Contact: Jennifer Rivera, NuToys (708) 579-9055 2.2 PICKLEBALL POSTS, NET, and CENTER STRAP 1. Posts, Pair a. Model:63071 b. Product: Premier RD-36 Pickleball Posts, 3-inch OD C. Color: Black d. Manufacturer: Douglas Sports e. Contact: Jennifer Rivera, NuToys (708) 579-9055 = w 2. Ground Sleeves, Pairr- C- a. Model: 63424 b. Product: GS-24RD Galvanized Steel Ground Sleeves, 24" Lo 3" OD Posts M C. Manufacturer: Douglas Sports; d. Contact: Jennifer Rivera, NuToys (708) 579-9055 y .- 3. Pickleball Net W a. Model:20105 MERCER PARK / CITY PARK COURT IMPROVEMENTS 116800 - 2 PLAY FIELD EQUIPMENT AND STRUCTURES b. Product: JTN-30 Pickleball Net, 3.Omm with Polyester Headband, 36" x 21'-9" C. Manufacturer: Douglas Sports d. Contact: Jennifer Rivera, NuToys (708) 579-9055 4. Center Strap and Anchor a. Model: 20600 Center Strap and 63428 Anchor r._, b. Product: Deluxe ACS Adjustable Center Strap and Center Piper Anchof C. Manufacturer: Douglas Sports d. Contact: Jennifer Rivera, NuToys (708) 579-9055 = = _ l^# rn +1 2.3 WINDSCREEN A. Description 1. Product: PolyPro Plus Premium Windscreen, open mesh 2. Color: Dark Green 3. Height:9'-0" 4. Warranty: 4-year 5. Manufacturer: Douglas Sports 6. Contact: Jennifer Rivera, NuToys (708) 579-9055 2.4 CONCRETE A. Concrete Materials and Properties: Comply with requirements in Division 03 Section "Cast -In - Place Concrete". B. Concrete Materials and Properties: Dry -packaged concrete mix complying with ASTM C 387. 2.5 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 2.6 IRON AND STEEL FINISHES A. Galvanizing: Hot -dip galvanize to comply with ASTM A 123/A 123M. 1. Hot -dip galvanize steel and iron hardware indicated to be galvanized to comply with ASTM A 153/A 153M. B. Powder -Coat Finish: Prepare, treat, and coat ferrous metal to comply with resin manufacturer's written instructions. C. Color: As selected by Architect from manufacturer's full range. 2.7 STAINLESS -STEEL FINISHES A. Bright, Cold -Rolled, Unpolished Finish: No. 2B finish on exposed faces. MERCER PARK / CITY PARK COURT IMPROVEMENTS 116800 - 3 PLAY FIELD EQUIPMENT AND STRUCTURES PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. General: Comply with manufacturer's written installation instructions, unless more stringent requirements are indicated. Anchor playground equipment securely, positioned at locations and elevations indicated. 1. Maximum Equipment Height: Coordinate installed heights of equipment and components with finished elevations of protective surfacing. Set equipment so fall heights and elevation requirements for age group use and accessibility are within required limits. Verify that playground equipment elevations comply with requirements for each type and component of equipment. B. Post and Footing Excavation: Excavate holes for posts and footings as indicate" firm, undisturbed or compacted subgrade soil. , C c_ C. Post Set with Concrete Footing:Comply with ACI301 for measuring, bat�rn ,i��hixin P Y g .._ g g, �. transporting, forming, and placing concrete. 1. Set equipment posts in concrete footing. 2. Embedded Items: Use setting drawings and manufacturer's written instructions to ensure:7) correct installation of anchorages for equipment. r c.� END OF SECTION 116800 MERCER PARK / CITY PARK COURT IMPROVEMENTS 116800 - 4 PLAY FIELD EQUIPMENT AND STRUCTURES SECTION 26 05 00 - BASIC ELECTRICAL REQUIREMENTS PART 1 - GENERAL 1.1 SECTION INCLUDES A. Requirements applicable to all Division 26 Sections. Also refer to Division 1 - General Requirements. B. All materials and installation methods shall conform to the applicable standards, guidelines and codes referenced herein and within each specification section. 1.2 REFERENCES A. NFPA 70 - National Electrical Code (NEC) 1.3 SCOPE OF WORK A. This Specification and the associated drawings govern furnishing, installing, testing and placing into satisfactory operation the Electrical Systems. B. The Contractor shall furnish and install all new materials as indicated on the drawings, and/or in these specifications, and all items required to make the portion of the Electrical Work a finished and working system. C. All work will be awarded under a single General Contract. The division of work listed below is for the Contractor's convenience and lists normal breakdown of the work. D. Description of Systems shall be as follows; 1. Electrical power system to and including luminaires, equipment, motors, devices, etc. 2. Electrical power service system from the Utility Company to and including service entrance equipment, distribution and metering. 3. Grounding system. 4. Removal work and/or relocation and reuse of existing systems and equipment. 1.4 WORK SEQUENCE A. All work that will produce excessive noise or interference with normal building operations, as determined by the Owner, shall be scheduled with the Owner. It may be necessary to schedule such work during unoccupied hours. The Owner reserves the right to determine when restricted construction hours are required. <-5 C-- �. B. Itemize all work and list associated hours and pay scale for each item. IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno 26 05 00 - 1 1.5 QUALITY ASSURANCE A. Contractor's Responsibility Prior to Submitting Pricing/Bid Data: 1. The Contractor is responsible for constructing complete and operating systems. The Contractor acknowledges and understands that the Contract Documents are a two-dimensional representation of a three-dimensional object, subject to human interpretation. This representation may include imperfect data, interpreted codes, utility guides, three-dimensional conflicts, and required field coordination items. Such deficiencies can be corrected when identified prior to ordering material and starting installation. The Contractor agrees to carefully study and compare the individual Contract Documents and report at once in writing to the Architect/Engineer any deficiencies the Contractor may discover. The Contractor further agrees to require each subcontractor to likewise study the documents and report at once any deficiencies discovered. 2. The Contractor shall resolve all reported deficiencies with the Architect/Engineer prior to awarding any subcontracts, ordering material, or starting any work with the Contractor's own employees. Any work performed prior to receipt of instructions from the Architect/Engineer will be done at the Contractor's risk. B. Qualifications: 1. Only products of reputable manufacturers as determined by the Architect/Engineer are acceptable. 2. All Contractors and subcontractors shall employ only workmen who are skilled in their trades. At all times, the number of apprentices at the job site shall be less than or equal to the number of journeymen at the job site. C. Compliance with Codes, Laws, Ordinances: 1. Conform to all requirements of the City of Iowa City Codes, Laws, Ordinances and other regulations having jurisdiction. 2. Conform to all published standards of. 3. If there is a discrepancy between the codes and regulations and these specifications, the Architect/Engineer shall determine the method or equipment used. 4. If the Contractor notes, at the time of bidding, that any parts of the drawings or specifications do not comply with the codes or regulations, Contractor shall inform the Architect/Engineer in writing, requesting a clarification. If there is insufficient time for this procedure, Contractor shall submit with the proposal a separate price to make the system comply with the codes and regulations. 5. All changes to the system made after the letting of the contract to comply with codes or the requirements of the Inspector, shall be made by the Contractor without cost to the Owner. 6. If there is a discrepancy between manufacturer's recommendations and these specifications, the manufacturer's recommendations shall govern. 7. If there are no local codes having jurisdiction, the current issue of the National Electri 1 Code shall be followed. w D. Permits, Fees, Taxes, Inspections: l . Procure all applicable permits and licenses. > Z.) '� t IMEG #22009024.00 . k: 26 05 00..- Hitchcock - Iowa City, IA Mercer Park Reno G' 2. Abide by all laws, regulations, ordinances, and other rules of the State or Political Subdivision where the work is done, or as required by any duly constituted public authority. 3. Pay all charges for permits or licenses. 4. Pay all fees and taxes imposed by State, Municipal, and other regulatory bodies. 5. Pay all charges arising out of required inspections by an authorized body. 6. Pay all charges arising out of required contract document reviews associated with the project and as initiated by the Owner or authorized agency/consultant. 7. Where. applicable, all fixtures, equipment and materials shall be listed by Underwriter's Laboratories, Inc. or a nationally recognized testing organization. 8. Pay all telephone company charges related to the service or change in service. E. Utility Company Requirements: 1. Secure from the private or public utility company all applicable requirements. 2. Comply with all utility company requirements. 3. The Owner shall make application for and pay for new electrical service equipment and installation. The Contractor shall coordinate schedule and requirements with the Owner and Utility Company. 4. The contractor is responsible for completing utility requested forms and sharing utility requested load data from the construction documents. 5. Furnish the meter socket metering. Verify approved manufacturers and equipment with the Utility Company. 6. The Owner shall apply and pay for any changes for removal of existing electrical service by the utility company. The Contractor shall verify approved manufacturers and equipment with the Utility Company. F. Examination of Drawings: 1. The drawings for the electrical work are completely diagrammatic, intended to convey the scope of the work and to indicate the general arrangements and locations of equipment, outlets, etc., and the approximate sizes of equipment. 2. Contractor shall determine the exact locations of equipment and rough -ins, and the exact routing of raceways to best fit the layout of the job. Conduit entry points for electrical equipment including, but not limited to, panelboards, switchboards, switchgear and unit substations, shall be determined by the Contractor unless noted in the contract documents. 3. Scaling of the drawings will not be sufficient or accurate for determining these locations. 4. Where job conditions require reasonable changes in arrangements and locations, such changes shall be made by the Contractor at no additional cost to the Owner. 5. Because of the scale of the drawings, certain basic items, such as junction boxes, pull boxes, conduit fittings, etc., may not be shown, but where required by other sections of the specifications or required for proper installation of the work, such items shall be furnished and installed. 6. If an item is either shown on the drawings or called for in the specifications, it shall be,jpcluded in this contract. C c_ 7. The Contractor shall determine quantities and quality of material and equipm rvquirCA from-IT-4. the documents. Where discrepancies arise between drawings, schedules and/o. spePifi4Rons, F i the greater and better -quality number shall govern. IMEG #22009024.00 265 00 - 3 Hitchcock - Iowa City, IA Mercer Park Reno 8. Where used in electrical documents the word "furnish" shall mean supply for use, the word "install" shall mean connect up complete and ready for operation, and the word "provide" shall mean to supply for use and connect up complete and ready for operation. 9. Any item listed as furnished shall also be installed unless otherwise noted. 10. Any item listed as installed shall also be furnished unless otherwise noted. G. Electronic Media/Files: 1. Construction drawings for this project have been prepared utilizing Revit. 2. Contractors and Subcontractors may request electronic media files of the contract drawings and/or copies of the specifications. Specifications will be provided in PDF format. 3. Upon request for electronic media, the Contractor shall complete and return a signed "Electronic File Transmittal" form provided by IMEG. 4. If the information requested includes floor plans prepared by others, the Contractor will be responsible for obtaining approval from the appropriate Design Professional for use of that part of the document. 5. The electronic contract documents can be used for preparation of shop drawings and as -built drawings only. The information may not be used in whole or in part for any other project. 6. The drawings prepared by IMEG for bidding purposes may not be used directly for ductwork layout drawings or coordination drawings. 7. The use of these CAD documents by the Contractor does not relieve them from their responsibility for coordination of work with other trades and verification of space available for the installation. 8. The information is provided to expedite the project and assist the Contractor with no guarantee by IMEG as to the accuracy or correctness of the information provided: IMEG accepts no responsibility or liability for the Contractor's use of these documents. H. Field Measurements: Verify all pertinent dimensions at the job site before ordering any conduit, conductors, wireways, bus duct, fittings, etc. Referenced Specification Section 26 05 03 2605 13 2605 15 2605 17 2605.23 26 05 26 26 05 29 26 05 33 26 05 35 26 05 36 26 05 37 IMEG #22009024.00 Submittal Item Through Penetration Firestopping Wire and Cable Medium Voltage Cable and Accessories Electric Heat Trace and Snow Melt Manufactured Wiring Assemblies Grounding and Bonding Undercarpet Cable Systems Conduit and Boxes Surface Raceways Cable Trays Manholes Hitchcock - Iowa City, IA Mercer Park Reno rp �w 26 05 00 - 4 Referenced Specification Section Submittal Item 26 05 38 and Layout Underfloor Ducts Plan 26 05 48 Seismic Requirements for Equipment and Supports 26 05 53 Electrical Identification 26 05 73 Power System Study 2609 13 Power Monitoring and Control System 26 09 23 DALI Lighting Control Systems 26 09 33 Lighting Control System 26 11 00 Secondary Unit Substation 26 12 00 Dry -Type Distribution and Power Transformers 26 12 13 Liquid -Filled Substation Distribution Transformers 26 12 19 Pad -Mounted, Liquid -Filled Transformers 26 12 21 Pole -Mounted Overhead Distribution Transformers 26 13 13 Medium Voltage Metal -Clad Vacuum Circuit Breaker Switchgear 2613 14 Pad Mounted Medium Voltage Switchgear 2613 15 Pad -Mounted Medium Voltage SF6 Switchgear 26 13 34 Medium Voltage Metal -Enclosed Load Interrupter Switchgear 26 13 35 Paralleling and Distribution Switchgear Medium Voltage 26 1839 Medium Voltage Motor Controllers 26 1839.02 Medium Voltage AC Drive Motor Controllers 26 19 00 Overhead Power Distribution 26 20 00 Service Entrance 26 22 00 Dry Type Transformers 26 23 00 Low -Voltage Switchgear 26 24 13 Switchboards 26 24 14 Paralleling and Distribution Switchboard 26 24 16 Panelboards 26 24 19 Motor Control 26 24 21 Hospital Isolated Power Systems 26 24 22 Integrated Power Center 26 24 23 Packaged Power Center 26 25 00 and Layout Busway Plan 26 25 05 Cable Bus IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno •"Y w � C. Al c.a 260500-5 Referenced Specification Section Submittal Item 26 26 00 Power Distribution Unit 26 27 16 Cabinets and Enclosures 26 27 23 Indoor Service Poles 26 27 26 Wiring Devices 26 27 29 Electric Vehicle Charging Station 2628 13 Fuses 26 28 16 Disconnect Switches 26 28 21 Contactors 26 29 23 Variable Frequency Drives 26 31 00 Solar Photovoltaic Systems 2632 13 Packaged Engine Generator Systems 26 33 53 Static Uninterruptible Power Supply (UPS) 26 35 00 Power Conditioners 26 35 33 Power Factor Correction Equipment 26 36 00 Transfer Switch 26 41 00 Lightning Protection Equipment 26 43 00 Surge Protection Devices 26 51 00 Lighting 2651 19 LED Lighting 2652 15 Emergency Lighting Inverter 26 56 68 Sports Lighting 28 31 00 Fire Alarm and Detection Systems 28 31 50 Air Sampling Smoke Detection System Drawings Clock System Drawings Photocells, Timeclocks, Relays 1.6 SCHEDULE OF VALUES A. The requirements herein are in addition to the provisions of Division 1. B. Format: 1. Use AIA Document Continuation Sheets G703 or another similar form approved by the Owner and Architect/Engineer. 2. Submit in Excel format. 3. Support values given with substantiating data. ^J C. Preparation: - eTM 1. Itemize work required by each specification section and list all providers. All work protQed by R subcontractors and major suppliers shall be listed on the Schedule of Values. List -each t y •-. J subcontractor and supplier by company name. -v 71 W IMEG #22009024.00 26 05 00 - 6 Hitchcock - Iowa City, IA Mercer Park Reno 2. Break down all costs into: a. Material: Delivered cost of product with taxes paid. b. Labor: Labor cost, excluding overhead and profit. D. Update Schedule of Values when: 1. Indicated by Architect/Engineer. 2. Change of subcontractor or supplier occurs. 3. Change of product or equipment occurs. 1.7 CHANGE ORDERS A. A detailed material and labor takeoff shall be prepared for each change order, along with labor rates and markup percentages. Change orders shall be broken down by sheet or associated individual line item indicated in the change associated narrative, whichever provides the most detailed breakdown. Change orders with inadequate breakdown will be rejected. B. Itemized pricing with unit cost shall be provided from all distributors and associated subcontractors. C. Change order work shall not proceed until authorized. 1.8 PRODUCT DELIVERY, STORAGE, HANDLING and MAINTENANCE A. Exercise care in transporting and handling to avoid damage to materials. Store materials on the site to prevent damage. B. Keep all materials clean, dry and free from damaging environments. C. Coordinate the installation of heavy and large equipment with the General Contractor and/or Owner. If the Electrical Contractor does not have prior documented experience in rigging and lifting similar equipment, he/she shall contract with a qualified lifting and rigging service that has similar documented experience. Follow all equipment lifting and support guidelines for handling and moving. D. Contractor is responsible for moving equipment into the building and/or site. Contractor shall review site prior to bid for path locations and any required building modifications to allow movement of equipment. Contractor shall coordinate the work with other trades. 1.9 NETWORK / INTERNET CONNECTED EQUIPMENT A. These specifications may require certain equipment or systems to have network, Internet and/or remote access capability ("Network Capability"). Any requirement for Network Capability shall be interpreted only as a functional capability and is not to be construed as authority to connec9gr enable any Network Capability. Network Capability may only be connected or enabled h the e-%'Wess written consent of the Owner. IMEG #22009024.00 ?$ 05 00 - 7 Hitchcock - Iowa City, IA Mercer Park Reno B. The following network connected equipment shall be equipped with restricted access protocols: 1. Adjustable trip overcurrent protection devices 2. Power monitoring and control 3. Electrical controls 4. Lighting control system 5. Variable frequency drives 6. Package engine generator and remote annunciator 7. Transfer switch and remote annunciator 8. Static uninterruptible power supply (UPS) 9. Fire alarm and automatic detection 1.10 WARRANTY A. Provide one-year warranty for all fixtures, equipment, materials, and workmanship. B. The warranty period for all work in this specification Division shall commence on the date of Substantial Completion or successful system performance whichever occurs later. The warranty may also commence if a whole or partial system or any separate piece of equipment or component is put into use for the benefit of any party other than the installing contractor with prior written authorization of the Owner. In this instance, the warranty period shall commence on the date when such whole system, partial system or separate piece of equipment or component is placed in operation and accepted in writing by the Owner. C. Warranty requirements extend to correction, without cost to the Owner, of all work found to be defective or nonconforming to the contract documents. The Contractor shall bear the cost of correcting all damage due to defects or nonconformance with contract documents excluding repairs required as a result of improper maintenance or operation, or of normal wear as determined by the Architect/Engineer. 1.11 INSURANCE A. This Contractor shall maintain insurance coverage as set forth in Division 1 of these specifications. 1.12 MATERIAL SUBSTITUTION A. Where several manufacturers' names are given, the manufacturer for which a catalog number is given is the basis for job design and establishes the quality. B. Equivalent equipment manufactured by the other listed manufacturers may be used. Contractor shall ensure that all items submitted by these other manufacturers meet all requirements of the drawings and specifications and fits in the allocated space. When using other listed manufacturers, the Contractor shall assume responsibility for any and all modifications necessary (including, burn'ot limited to structural supports, electrical connections and rough -in, and regulatory agegcy'appal, etc.) and coordinate such with other contractors. The Architect/Engineer shall make"al determination of whether a product is equivalent. a f 4 ... IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno 260500-8 C. Any material, article or equipment of other unnamed manufacturers which will adequately perform the services and duties imposed by the design and is of a quality equal to or better than the material, article or equipment identified by the drawings and specifications may be used if approval is secured in writing from the Architect/Engineer via addendum. The Contractor assumes all costs incurred as a result of using the offered material, article or equipment, on the Contractors part or on the part of other Contractors whose work is affected. D. Voluntary add or deduct prices for alternate materials may be listed on the bid form. These items will not be used in determining the low bidder. This Contractor assumes all costs incurred as a result of using the offered material or equipment on the Contractors part or on the part of other Contractors whose work is affected. E. All material substitutions requested after the final addendum must be listed as voluntary changes on the bid form. PART 2-PRODUCTS 2.1 GENERAL A. All items of material having a similar function (e.g., safety switches, panelboards, switchboards, contactors, motor starters, dry type transformers) shall be of the same manufacturer unless specifically stated otherwise on drawings or elsewhere in specifications. PART 3 - EXECUTION 3.1 JOBSITE SAFETY A. Neither the professional activities of the Architect/Engineer, nor the presence of the Architect/Engineer or the employees and subconsultants at a construction site, shall relieve the Contractor and any other entity of their obligations, duties and responsibilities including, but not limited to, construction means, methods, sequence, techniques or procedures necessary for performing, superintending or coordinating all portions of the work of construction in accordance with the contract documents and any health or safety precautions required by any regulatory agencies. The Architect/Engineer and personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. The Contractor is solely responsible for jobsite safety. The Architect/Engineer and the Architect/Engineer's consultants shall be indemnified and shall be made additional insureds under the Contractor's general liability insurance policy. 3.2 EXCAVATION, FILL, BACKFILL, COMPACTION A. General: 1. Prior to the commencement of any excavation or digging, the Contractor shaMwer.rify W underground utilities with the regional utility locator. Provide prior notice toe...locata`before . excavations. Contact information for most regional utility locaters can be foggl;� calling 81 I � IMEG #22009024.00 - 26:6 00 1"'—)' Hitchcock - Iowa City, IA Mercer Park Reno The Contractor shall do all excavating, filling, backfilling, compacting, and restoration in connection with the work. B. Excavation: 1. Make all excavations to accurate, solid, undisturbed earth, and to proper dimensions. 2. If excavations are carried in error below indicated levels, concrete of same strength as specified for the foundations or thoroughly compacted sand -gravel fill, as determined by the Architect/Engineer shall be placed in such excess excavations under the foundation. Place thoroughly compacted, clean, stable fill in excess excavations under slabs on grade, at the Contractor's expense. 3. Trim bottom and sides of excavations to grades required for foundations. 4. Protect excavations against frost and freezing. ' 5. Take care in excavating not to damage surrounding structures, equipment or buried pipe. Do not undermine footing or foundation. 6. Perform all trenching in a manner to prevent cave-ins and risk to workmen. 7. Where original surface is pavement or concrete, the surface shall be saw cut to provide clean edges and assist in the surface restoration. 8. If satisfactory bearing soil is not found at the indicated levels, immediately notify the Architect/Engineer or their representative, and do no further work until the Architect/Engineer or their representative gives further instructions. 9. Excavation shall be performed in all ground conditions, including rock, if encountered. Bidders shall visit the premises and determine the soil conditions by actual observations, borings, or other means: The cost of all such inspections, borings, etc., shall be borne by the bidder. 10. If a trench is excavated in rock, a compacted bed with a depth of 3" (minimum) of sand and gravel shall be used to support the conduit unless masonry cradles or encasements are used. 11. Mechanical excavation of the trench to line and grade of the conduit or to the bottom level of masonry cradles or encasements is permitted, unless otherwise indicated on the electrical drawings. 12. Mechanical excavation of the trench to line and grade where direct burial cables are to be installed is permitted provided the excavation is made to a depth to permit installation of the cable on a fine sand bed at least 3 inches deep. C. Dewatering: 1. Furnish, install, operate and remove all dewatering pumps and pipes needed to keep trenches and pits free of water. D. Underground Obstructions: 1. Known underground piping, conduit, feeders, foundations, and other, obstructions in the vicinity of construction are shown on the drawings. Review all Bid Documents for•all trades on the project to determine obstructions indicated. Take great care in making installations near underground obstructions. 2. If objects not shown on the drawings are encountered, remove, relocate, or perform j@5ra work as directed by the Architect/Engineer. --� t 'J IMEG #22009024.00" 26.05 00 - 10 y} - Hitchcock - Iowa City, IA Mercer Park Reno E. Fill and Backfilling: 1. No rubbish or waste material is permitted for fill or backfill. 2. Provide all necessary sand and/or CA6 for backfilling. 3. Native soil materials may be used as backfill if approved by the Geotechnical Engineer. 4. Dispose of the excess excavated earth as directed. 5. Backfill materials (native soil material, sand, and/or CA6) shall be suitable for required compaction, clean and free of perishable materials, frozen earth, debris, earth with a high void content, and stones greater than 4 inches in diameter. Water is not permitted to rise in unbackfilled trenches. 6. Backfill all trenches and excavations immediately after installing of conduit, or removing forms, unless other protection is directed. 7. Around piers and isolated foundations and structures, backfill and fill shall be placed and consolidated simultaneously on all sides to prevent wedge action and displacement. Spread fill and backfill materials in 6" uniform horizontal layers with each layer compacted separately to required density. 8. For conduits that are not concrete encased, lay all conduits on a compacted bed of sand at least 3" deep. Backfill around conduits with sand, in 6" layers and compact each layer. 9. Conduits that are concrete encased or in a ductbank, conduit spacers, and cradles shall be installed on a bed of compacted CA-6 gravel. Refer to conduit section for backfilling and ductbank requirements. 10. Backfill with native soil material (if approved) or sand up to grade for all conduits under slabs or paved areas. All other conduits shall have sand backfill to 6" above the top of the conduit. 11. Place all backfill above the sand in uniform layers not exceeding 6" deep. Place then carefully and uniformly tamp each layer to eliminate lateral or vertical displacement. 12. Where the fill and backfill will ultimately be under a building, floor or paving, each layer of fill shall be compacted to 95% of the maximum density as determined by AASHTO Designation T-99 or ASTM Designation D-698. Moisture content of soil at time of compaction shall not exceed plus or minus 2% of optimum moisture content as determined by AASHTO T-99 or ASTM D-698 test. 13. After backfilling of trenches, no superficial loads shall be placed on the exposed surface of the Backfill until a period of 48 hours has elapsed. F. Surface Restoration: 1. Where trenches are cut through graded, planted or landscaped areas, the areas shall be restored to the original condition. Replace all planting and landscaping features removed or damaged to its original condition. At least 6" of topsoil shall be applied where disturbed areas are to be seeded or sodded. All lawn areas shall be sodded unless seeding is called out in the drawings or specifications. 2. Concrete or asphalt type pavement, seal coat, rock, gravel or earth surfaces removed or damaged shall be replaced with comparable materials and restored to original condition. Broken edges shall be saw cut and repaired as directed by Architect/Engineer. 3.3 ARCHITECT/ENGINEER OBSERVATION OF WORK A. The contractor shall provide seven (7) calendar days' notice to the Architect/Engit@er prio4 1. Placing fill over underground and underslab utilities. 26— 00 _1 IMEG #22009024.00 4 �; rw ZC Hitchcock - Iowa City, IA Mercer Park Reno G- ca B. The Architect/Engineer will review the installation and provide a written report noting deficiencies requiring correction. The contractor's schedule shall account for these reviews and show them as line items in the approved schedule. 3.4 PROJECT CLOSEOUT A. The following paragraphs supplement the requirements of Division 1. B. Final Jobsite Observation: To prevent the Final Jobsite Observation from occurring too early, the Contractor shall review the completion status of the project and certify that the job is ready for the final jobsite observation. Attached to the end of this section is a typical list of items that represent the degree of job completeness expected prior to requesting a review. The Contractor shall sign the attached certification and return it to the Architect/Engineer so that the final observation can be scheduled. It is understood that if the Architect/Engineer finds the job not ready for the final observation and additional trips and observations are required to bring the project to completion, the cost of the additional time and expenses incurred by the Architect/Engineer will be deducted from the Contractor's final payment. C. The following must be submitted before Architect/Engineer recommends final payment: 1. Operation and maintenance manuals with copies of approved shop drawings. 2. Record documents including marked -up drawings and specifications. 3. A report documenting the instructions given to the Owner's representatives complete with the number of hours spent in the instruction. The report shall bear the signature of an authorized agent of this Contractor and shall be signed by the Owner's representatives. 4. Provide spare parts, maintenance, and extra materials in quantities specified in individual specification sections. Deliver to project site and place in location as directed and submit receipt to Architect/Engineer. 5. Start-up reports on all equipment requiring a factory installation or start-up. D. Circuit Directories: 1. Provide custom typed circuit directory for each branch circuit panelboard. Provide updated custom typed circuit directory for each existing branch circuit panelboard with new or revised circuits per the scope of work. Label shall include equipment name or final approved room name, room number, and load type for each circuit (examples: SUMP SP-1 or ROOM 101 RECEPT). Revise directory to reflect circuit changes required to balance phase loads,.,Erinted copies of the bid document panel schedules are not acceptable as circuit directories. w c.� r, 3.5 INSTRUCTING THE OWNER'S REPRESENTATIVE `, r- A. Adequately instruct the Owner's designated representatives in the maintenance, carp-,=aa d opMition of the complete systems installed under this contract. ;� rn r3 IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno w 26 05 00 - 12 B. Provide verbal and written instructions to the Owner's representatives by FACTORY PERSONNEL in the care, maintenance, and operation of the equipment and systems. C. The Owner has the option to make a video recording of all instructions. Coordinate schedule of instructions to facilitate this recording. D. The instructions shall include: 1. Maintenance of equipment. 2. Start-up procedures for all major equipment. 3. Description of emergency system operation. E. Notify the Architect/Engineer of the time and place for the verbal instructions to be given to the Owner's representative so a representative can be present if desired. F. Minimum hours of instruction time for each item and/or system shall be as indicated in each individual specification section. G. Operating Instructions: 1. Contractor is responsible for all instructions to the Owner's representatives for the electrical and specialized systems. 2. If the Contractor does not have staff that can adequately provide the required instructions, the Contractor shall include in the bid an adequate amount to reimburse the Owner for the Architect/Engineer to perform these services. 3.6 RECORD DOCUMENTS A. The following paragraphs supplement Division 1 requirements. B. Maintain at the job site a separate and complete set of electrical drawings and specifications with all changes made to the systems clearly and permanently marked in complete detail. C. Mark drawings and specifications to indicate approved substitutions; Change Orders, and actual equipment and materials used. All Change Orders, RFI responses, Clarifications and other supplemental instructions shall be marked on the documents. Record documents that merely reference the existence of the above items are not acceptable. Should this Contractor fail to complete Record Documents as required by this contract, this Contractor shall reimburse Architect/Engineer for all costs to develop record documents that comply with this requirement. Reimbursement shall be made at the Architect/Engineer's hourly rates in effect at the time of work. D. Record changes daily and keep the marked drawings available for the Architect/Engineer's examination at any normal work time. E. Upon completing the job, and before final payment is made, give the marked -up dri�ings ae Architect/Engineer. _ F. Record actual routing of conduits exceeding 2 inches. _,— r-- IMEG #22009024.00 26 05 00 `r� Hitchcock - Iowa City, IA Mercer Park Reno 3.7 PAINTING A. Paint all equipment that is marred or damaged prior to the Owner's acceptance. Paint and color shall match original equipment paint and shall be obtained from the equipment supplier if available. All equipment shall have a finished coat of paint applied unless specifically allowed to be provided with a prime coat only. B. Equipment cabinets, casings, covers, metal jackets, etc., located in equipment rooms or concealed spaces, shall be furnished in standard finish, free from scratches, abrasions, chippings, etc. C. Equipment in occupied spaces, or if standard to the unit, shall have a baked primer with baked enamel finish coat free from scratches, abrasions, chipping, etc. If color option is specified or is standard to the unit, verify with the Architect the color preference before ordering. 3.8 ADJUST AND CLEAN A. Thoroughly clean all equipment and systems prior to the Owner's final acceptance of the project. B. Clean all foreign paint, grease, oil, dirt, labels, stickers, etc. from all equipment. C. Remove all rubbish, debris, etc., accumulated during construction from the premises. 3.9 SPECIAL REQUIREMENTS A. Coordinate the installation of all equipment, controls, devices, etc., with other trades to maintain clear access area for servicing. B. Install all equipment to maximize access to parts needing service or maintenance. Review the final location, placement, and orientation of equipment with the Owner's representative prior to setting equipment. C. Installation of equipment or devices without regard to coordination of access requirements and confirmation with the Owner's representative will result in removal and reinstallation of the equipment at the Contractor's expense. 3.10 SYSTEM STARTING AND ADJUSTING A. The electrical systems shall be complete and operating. System startup, testing, adjusting, and balancing to obtain satisfactory system performance is the responsibility of the Contractor. This includes all calibration and adjustment of electrical controls, balancing of loads, troubleshooting and verification of software, and final adjustments that may be needed. B. Complete all manufacturer -recommended startup procedures and checklists to verify proper equipment operation and does not pose a danger to personnel or property. C. All operating conditions and control sequences shall be tested during the start-up ongd.'"sting all interlocks, safety shut -downs, controls, and alarms. IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno 26�05 00 - 14 D. The Contractor, subcontractors, and equipment suppliers shall have skilled technicians to ensure that all systems perform properly. If the Architect/Engineer is requested to visit the job site for trouble shooting, assisting in start-up, obtaining satisfactory equipment operation, resolving installation and/or workmanship problems, equipment substitution issues or unsatisfactory system performance, including call backs during the warranty period, through no fault of the design; the Contractor shall reimburse the Owner on a time and materials basis for services rendered at the Architect/Engineer's standard hourly rates in effect when the services are requested. The Contractor shall pay the Owner for services required that are product, installation or workmanship related. Payment is due within 30 days after services are rendered. 3.11 FIELD QUALITY CONTROL A. General: 1. Conduct all tests required during and after construction. Submit test results in NETA format, or equivalent form, that shows the test equipment used, calibration date, tester's name, ambient test conditions, humidity, conductor length, and results corrected to 40°C. 2. Supply necessary instruments, meters, etc., for the tests. Supply competent technicians with training in the proper testing techniques. 3. All cables and wires shall be tested for shorts and grounds following installation and connection to devices. Replace shorted or grounded wires and cables. 4. Any wiring device, electrical apparatus or luminaire, if grounded or shorted on any integral "live" part, shall have all defective parts or materials replaced. 5. Test cable insulation of service and panel feeder conductors for proper insulation values. Tests shall include the cable, all splices, and all terminations. Each conductor shall be tested and shall test free of short circuits and grounds and have an insulation value not less than Electrical Code Standards. Take readings between conductors, and between conductors and ground. 6. If the results obtained in the tests are not satisfactory, make adjustments, replacements, and changes as needed. Then repeat the tests, and make additional tests, as the Architect/Engineer or authority having jurisdiction deems necessary. B. Ground Resistance: 1. Conduct service ground resistance tests using an approved manufactured ground resistance meter. Submit to the Architect/Engineer a proposed test procedure including type of equipment to be used. (The conventional ohmmeter is not an acceptable device.) 2. Make ground resistance measurements during normal dry weather and not less than 48 hours after a rain. 3. If the ground resistance value obtained is more than the value set forth in Section 26 05 26, the following shall be done to obtain the value given: a. Verify that all connections in the service ground system are secure. b. Increase the depth to which ground rods are driven by adding section lengths to the rods and retest. If the resistance is still excessive increase the depth by adding an additional rod section and retest. C. If the resistance is still excessive, furnish and install additional ground, rods, $aced not less than 20 feet from other ground rods unless otherwise noted on AS, anq cc'onnect into the ground electrode system. Retest. a M.: % s d. Review results with the Architect/Engineer. IMEG #22009024.00 ` `rn 2"5 00 Hitchcock - Iowa City, IA Mercer Park Reno w 4. Before final payment is made to the Contractor submit a written report to the Architect/Engineer including the following: a. Date of test. b. Number of hours since the last rain. C. Soil condition at the time of the test in the ground electrode location. That is: dry, wet, moist, sand, clay, etc. d. Diagram of the test set-up showing distances between test equipment, ground electrode, auxiliary electrodes, etc. e. Make, model, and calibration date of test equipment. f. 'Tabulation of measurements taken and calculations made. C. Ground -Fault Equipment Performance Testing: Test: Perform ground -fault performance testing when system is installed. The test process shall use primary current injection per manufacturer instruction and procedures. Perform test for the following: a. Service disconnects b. Solid state molded case circuit breakers and solid-state insulated case circuit breakers equipped with ground fault protection. C. Fusible switches with ground fault relay protection. d. Outside branch circuits and feeders. e. Code required. 2. Report: Provide copy of test result report with Operation and Maintenance manuals. Provide report to Authority Having Jurisdiction when requested. D. Other Equipment: Give other equipment furnished and installed by the Contractor all standard tests normally made to assure that the equipment is electrically sound, all connections properly made, phase rotation correct, fuses and thermal elements suitable for protection against overloads, voltage complies with equipment nameplate rating, and full load amperes are within equipment rating. E. If any test results are not satisfactory, make adjustments, replacements and changes as needed and repeat the tests and make additional tests as the Architect/Engineer or authority having jurisdiction deem necessary. IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno ci - C= tie I�.t 26:05 00 - 16 READINESS CERTIFICATION PRIOR TO FINAL JOBSITE OBSERVATION To prevent the final job observation from occurring too early, we require that the Contractor review the completion status of the project and, by copy of this document, certify that the job is indeed ready for the final job observation. The following is a typical list of items that represent the degree of job completeness expected prior to your requesting a final job observation. 1. Electrical panels have typed circuit identification. 2. Per Section 26 05 00, cable insulation test results have been submitted. 3. Per Section 26 05 00, ground resistance test results have been submitted. 4. Report of instruction of Owner's representative has been submitted as per Section 26 05 00. 5. Start-up reports from factory representative have been submitted as per Section 26 05 00. Accepted by: Prime Contractor UA Date Upon Contractor certification that the project is complete and ready for a final job observation, we require the Contractor to sign this agreement and return it to the Architect/Engineer so that the final observation can be scheduled. It is understood that if the Architect/Engineer finds the job not ready for the final observation and that additional trips and observations are required to bring the project to completion, the costs incurred by the Architect/Engineers for additional time and expenses will be deducted from the Contractor's contract retainage prior to final payment at the completion of the job. END OF SECTION 260500 IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno N C) %AA r r...; C_ 2t-05 00 - 17 SECTION 26 05 05 - ELECTRICAL DEMOLITION FOR REMODELING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Electrical demolition PART2-PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Materials and equipment for patching and extending work shall be as specified in individual Sections. PART 3 - EXECUTION 3.1 EXAMINATION A. THE DRAWINGS ARE INTENDED TO INDICATE THE SCOPE OF WORK REQUIRED AND DO NOT INDICATE EVERY BOX, CONDUIT, OR WIRE THAT MUST BE REMOVED. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID AND VERIFY EXISTING CONDITIONS. B. Where walls, ceilings, structures, etc., are indicated as being removed on general or electrical drawings, the Contractor shall be responsible for the removal of all electrical equipment, devices, fixtures, raceways, wiring, systems, etc., from the removed area. C. Where ceilings, walls, structures, etc., are temporarily removed and replaced by others, this Contractor shall be responsible for the removal, storage, and replacement of equipment, devices, fixtures, raceways, wiring, systems, etc. D. Where mechanical or technology equipment is indicated as being removed on electrical, mechanical, or technology drawings, the Contractor shall be responsible for disconnecting the equipment and removing all starters, VFD, controllers, electrical equipment, raceways, wiring, etc. associated with the device. E. Verify that abandoned wiring and equipment serve only abandoned equipment or facilaies. Extend conduit and wire to facilities and equipment that will remain in operatipn folloVing demolition. Extension of conduit and wire to equipment shall be compatible with the surrounding area. Extended conduit and conductors to match existing size and material? F. Coordinate scope of work with all other Contractors and the Owner at the projcct,site.1ched tle removal of equipment and electrical service to avoid conflicts. � rl y IMEG #22009024.00 26 05 05 - 1 Hitchcock - Iowa City, IA Mercer Park Reno G. Bid submittal shall mean the Contractor has visited the project site and has verified existing conditions and scope of work. 3.2 PREPARATION A. The Contractor shall obtain approval from the Owner before turning off power to circuits, feeders, panels, etc. Coordinate all outages with Owner. B. Coordinate utility service outages with Utility Company. C. Provide temporary wiring and connections to maintain existing systems in service during construction. When work must be performed on energized equipment or circuits, use personnel experienced in such operations. Assume all equipment and systems must remain operational unless specifically noted otherwise on drawings. D. Disconnect electrical systems in walls, floors, structures, and ceilings scheduled for removal. 3.3 DEMOLITION AND EXTENSION OF EXISTING ELECTRICAL WORK A. Demolish and extend existing electrical work under provisions of Division 1 of Specifications and this Section. B. Remove, relocate, and extend existing installations to accommodate new construction. C. Remove abandoned wiring and raceway to source of supply. Existing conduit in good condition may be reused in place by including an equipment ground conductor in reused conduit. Reused conduit and boxes shall have supports revised to meet current codes. Relocating conduit shall not be allowed. D. Remove exposed abandoned raceway, including abandoned raceway above accessible ceiling finishes. Cut raceway flush with walls and floors, and patch surfaces. Remove all associated clamps, hangers, supports, etc. associated with raceway removal. E. Disconnect and remove outlets and devices that are to be demolished. Remove outlet or devices' associated back box, supports, and conduit and conductors back to source. Patch opening created from removal of device to match surrounding finishes. F. Disconnect and remove abandoned panelboards and distribution equipment. G. Disconnect and remove electrical devices and equipment serving utilization equipment that has been removed. H. Repair adjacent construction and finishes damaged during demolition and extension vv.)drk. Patch openings to match existing surrounding finishes.' I. Maintain access to existing electrical installations that remain active. Modify-iristallatl`on or provide junction boxes and access panel as appropriate. `` -_J r -J iFTI s E IMEG #22009024.00 ' 26 Q5 05 - 2 Hitchcock - Iowa City, IA Mercer Park Reno Extend existing installations using materials and methods compatible with existing electrical installations, or as specified. Extended conduit and conductors to match existing size and material. K. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. L. This Contractor is responsible for all costs incurred in repair, relocations, or replacement of any cables, conduits, or other services if damaged without proper investigation. 3.4 EXISTING ENCLOSURES - NEW EQUIPMENT A. Existing enclosures may be reused to house new equipment including branch panels, industrial controls, and similar systems pending documented verification of the following provided with the applicable new equipment submittals. New equipment or panelboard is listed for the existing enclosure or application. Existing enclosure and new equipment is field evaluated by the manufacturer or nationally recognized testing laboratory for the available fault current, condition, and application. Authority Having Jurisdiction (AHJ) approval. 3.5 CLEANING AND REPAIR A. Clean and repair existing materials and equipment that remain or are to be reused. B. Panelboards: Clean exposed surfaces and check tightness of electrical connections. Replace damaged circuit breakers and provide closure plates for vacant positions. Provide typed circuit directory showing revised circuiting arrangement. C. ELECTRICAL ITEMS (E.G., LIGHTING FIXTURES, RECEPTACLES, SWITCHES, CONDUIT, WIRE, ETC.) REMOVED AND NOT RELOCATED REMAIN THE PROPERTY OF THE OWNER. CONTRACTOR SHALL PLACE ITEMS RETAINED BY THE OWNER IN A LOCATION COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF MATERIAL THE OWNER DOES NOT WANT. 3.6 INSTALLATION A. Install relocated materials and equipment under the provisions of Division 1 of Specifications. END OF SECTION 260505, w _ _, c .. =� - 3 .( IMEG #22009024.00 26 05 05 - 3 Hitchcock - Iowa City, IA Mercer Park Rcno SECTION 26 05 13 - WIRE AND CABLE PART 1 - GENERAL 1.1 SECTION INCLUDES A. Building wire B. Cabling for remote control, signal, and power limited circuits 1.2 RELATED WORK A. Section 26 05 53 - Electrical Identification: Refer to electrical identification for color and identification labeling requirements. 1.3 REFERENCES A. NEMA WC 70 - Power Cables Rated 2,000V or Less for the Distribution of Electrical Energy B. NFPA 70 - National Electrical Code (NEC) C. UL 44 - Thermoset -Insulated Wires and Cables D. UL 83 - Thermoplastic -Insulated Wires and Cables E. UL 854 - Service -Entrance Cables F. UL 1581 - Standard for Electrical Wires, Cables, and Flexible Cords G. UL 2196 - Fire Resistive, Fire Resistant and Circuit Integrity Cables PART 2-PRODUCTS 2.1 BUILDING WIRE A. Feeders and Branch Circuits 8 AWG and larger: Copper, stranded conductor, 600-volt insulation, THHN/THWN or XHHW-2. B. Feeders and Branch Circuits 8 AWG and larger in Underground Conduit: Copper, strpded conductor, 600-volt insulation, THWN or XHHW-2. W c_ C. Feeders and Branch Circuits 10 AWG and Smaller: Copper, solid or strande4'r' Tdujw-, 600- volt insulation, THHN/THWN, unless otherwise noted on the drawings.-) --..•. _j u D. Control Circuits: Copper, stranded conductor 600-volt insulation, THHN/TItKtT', -n IMEG #22009024.00 2605 13 - 1 Hitchcock - Iowa City, IA Mercer Park Reno E. Each 120 and 277-volt branch circuit shall have a dedicated neutral conductor. Neutral conductors shall be considered current -carrying conductors for wire derating. 2.2 CABLING FOR REMOTE CONTROL, SIGNAL, AND POWER LIMITED CIRCUITS A. Wire for the following specialized systems shall be as designated on the drawings, or elsewhere in these specifications. If not designated on the drawings or specifications, the system manufacturer's recommendations shall be followed. 1 Low voltage switching and lighting control. B. Control Cable for Class 1 Remote Control and Signal Circuits: Copper conductor, 600-volt insulation, rated 60°C, individual conductors twisted together, shielded, and covered with a PVC jacket. C. Control Cable for Class 2 or Class 3 Remote Control and Signal Circuits: Copper conductor, 300-volt insulation, rated 60°C, individual conductors twisted together, shielded, and covered with a PVC jacket; UL listed. PART 3 - EXECUTION 3.1 WIRE AND CABLE INSTALLATION SCHEDULE A. Above Grade: All conductors installed above grade shall be type "THHN". B. Underground or In Slab: All conductors shall be type "THWN". C. Low Voltage Cable (less than 100 volts): Low voltage cable shall be installed in raceway. 3.2 CONTRACTOR CHANGES A. The basis of design is copper conductors installed in raceway based on ambient temperature of 30°C, NEC Table 310.16 (2011 - 2017 edition 310.15(B)(16)). Service entrance conductors are based on copper conductor installed in underground electrical ducts, NEC Table B.2(7) (2011 - 2017 edition Table 13310.15(13)(2)(7); 2008 or later edition B.301.7) or calculated in accordance with Annex B Application Information for Ampacity Calculation.. B. The Contractor shall be responsible for derating and sizing conductors and conduits to equal or exceed the ampacity of the basis of design circuits, if he/she chooses to use methods or materials other than the basis of design. C. Underground electrical duct ampacity rating shall be in accordance with NEC Table 310.16 (2011 - 2017 edition 310.15(B)(16)) or calculated in accordance with Annex B Appation Information for Ampacity Calculation. The calculations and a sketch of tho:proposeW installation shall be submitted prior to any conduit being installed. - ... > IMEG #22009024.006 05 13 - 2 } Hitchcock - Iowa City, IA Mercer Park Reno D. Conductor length(s) listed on plans and schedules. The drawings are diagrammatic with intent to convey the components of the electrical distribution system. Conductor length(s) when listed on plans and schedules are for engineering calculation purposes. Conductor length(s) shall NOT be used for bidding purposes. E. Record drawing shall include the calculations and sketches. 3.3 GENERAL WIRING METHODS A. Use no wire smaller than 12 AWG for power and lighting circuits, and no smaller than 14 AWG for control wiring. B. Use no wire smaller than 18 AWG for low voltage control wiring below 100 volts. C. Use 10 AWG conductor for 20 ampere, 120-volt branch circuit home runs longer than 75 feet, and for 20 ampere, 277-volt branch circuit home runs longer than 200 feet. D. Use no wire smaller than 8 AWG for outdoor lighting circuits. E. The ampacity of multiple conductors in one conduit shall be derated per the Electrical Code. In no case shall more than 4 conductors be installed in one conduit to such loads as motors larger than 1/4 HP, panelboards, motor control centers, etc. F. Where installing parallel feeders, place an equal number of conductors for each phase of a circuit in same raceway or cable. G. Splice only injunction or outlet boxes. H. Neatly train and lace wiring inside boxes, equipment, and panelboards. I. Make conductor lengths for parallel circuits equal. All conductors shall be continuous in conduit from last outlet to their termination. K. Terminate all spare conductors on terminal blocks, and label the spare conductors. L. Cables or wires shall not be laid out on the ground before pulling. M. Cables or wires shall not be dragged over earth or paving. N. Care shall be taken so as not to subject the cable or wire to high mechanical stresses that would cause damage to the wire and cable. N O. At least six (6)-inch loops or ends shall be left at each outlet for installation colinecti(�Mof 3 luminaires or other devices." P. All wires in outlet boxes not connected to fixtures or other devices shall be ro O&up, splice continuity of circuit is required, and insulated. =K ## F IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno 2605 13 -3 3.4 WIRING INSTALLATION IN RACEWAYS A. Pull all conductors into a raceway at the same time. Use UL listed wire pulling lubricant for pulling 4 AWG and larger wires. B. Install wire in raceway after interior of building has been physically protected from the weather and all mechanical work likely to injure conductors has been completed. . C. Pulling shall be continuous without unnecessary stops and starts with wire or cable only partially through raceway. D. Where reels of cable or wire are used, they shall be set up on jacks close to the point where the wire or cable enters the conduit or duct so that the cable or wire may be unreeled and run into the conduit or duct with a minimum of change in the direction of the bend. E. Conductors shall not be pulled through conduits until plastering or masonry work is completed and conduits are free from moisture. Care shall be taken so that long pulls of wire or pulls around several bends are not made where the wire may be permanently stretched and the insulation damaged. F. Only nylon rope shall be permitted to pull cables into conduit and ducts. G. Completely and thoroughly swab raceway system before installing conductors. H. Conductor Supports in Vertical Raceways: 1. Support conductors in vertical raceways in accordance with the Electrical Code Spacing of Conductors Supports. 2. Supports shall be of insulated wedge type (OZ Gedney Type S, or equal) and installed in a tapered insulated bushing fitting or a metal woven mesh with a support ring that fits inside conduit fitting installed in an accessible junction box (Hubbell Kellems support grip or equal). 3.5 WIRING CONNECTIONS AND TERMINATIONS A. Splice and tap only in accessible junction boxes. B. Use solderless, tin-plated copper, compression terminals (lugs) applied with circumferential crimp for conductor terminations, 8 AWG and larger. C. Use solderless, tin-plated, compression terminals (lugs) applied with indenter crimp for copper conductor terminations, 10 AWG and smaller. D. Use solderless pressure connectors with insulating covers for copper wire splices and ffps, 8 AWG and smaller. For 10 AWG and smaller, use insulated spring wire connk6 wiS plastic caps. > _... r— .,.. IMEG #22009024.00 j3 26.d95 13 - 4 r Hitchcock - Iowa City, IA Mercer Park Reno E. Use compression connectors applied with circumferential crimp for conductor splices and taps, 6 AWG and larger. Tape uninsulated conductors and connectors with electrical tape to 150 percent of the insulation value of conductor. Cold shrink connector insulator with 1 kV rating shall be used in damp and wet locations. F. Thoroughly clean wires before installing lugs and connectors. G. Make splices, taps and terminations to carry full ampacity of conductors without perceptible temperature rise. H. Phase Sequence: All apparatus shall be connected to operate in the phase sequence A-B-C representing the time sequence in which the phase conductors so identified reach positive maximum voltage. As a general rule, applicable to switches, circuit breakers, starters, panelboards, switchgear and the like, the connections to phase conductors are intended thus: 1. Facing the front and operating side of the equipment, the phase identification shall be: a. Left to Right - A-B-C b. Top to Bottom - A-B-C Connection revisions as required to achieve correct rotation of motors shall be made at the load terminals of the starters or disconnect switches. 3.6 FIELD QUALITY CONTROL A. Field inspection and testing will be performed under provisions of Division 1. B. Building Wire and Power Cable Testing: Perform an insulation -resistance test on each conductor with respect to ground and adjacent conductors. Test shall be made by means of a low -resistance ohmmeter, such as a "Megger". The applied potential shall be 500 volts do for 300 volt rated cable and 1000 volts do for 600 volt rated cable. The test duration shall be one minute. Insulation resistance must be greater than 100 mega -ohm for 600 volt and 25 mega - ohm for 300 volt rated cables per NETA Acceptance Testing Standard. Verify uniform resistance of parallel conductors. C. Inspect wire and cable for physical damage and proper connection. D. Torque test conductor connections and terminations to manufacturer's recommended values. E. Perform continuity test on all power and equipment branch circuit conductors. Verifyjroper phasing connections. Q cb w F. Documentation indicating that the torque wrench has been calibrated not mole than 30=days,,_. prior to tightening of lugs shall be provided. IMEG #22009024.00 26 05 13 - 5 Hitchcock - Iowa City, IA Mercer Park Reno G. Protection of wire and cable from foreign materials: It is the Contractor's responsibility to provide adequate physical protection to prevent foreign material application or contact with any wire or cable type. Foreign material is defined as any material that would negatively impact the validity of the manufacturer's performance warranty. This includes, but is not limited to, overspray of paint (accidental or otherwise), drywall compound, or any other surface chemical, liquid, or compound that could come in contact with the cable, cable jacket, or cable termination components. H. Overspray of paint on any wire or cable will not be accepted. It shall be the Contractor's responsibility to replace any component containing overspray, in its entirety, at no additional cost to the project. Cleaning of the cables with harsh chemicals is not allowed. END OF SECTION 260513 IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno r 2605 13 -6 SECTION 26 05 26 - GROUNDING AND BONDING PART 1 - GENERAL 1.1 SECTION INCLUDES A. Equipment grounding system B. Bonding system C. Grounding electrode system 1.2 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in Electrical Code, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with UL 467 Grounding and Bonding Equipment. C. Comply with Electrical Code; for overhead -line construction and medium -voltage underground construction, comply with IEEE/ANSI C2 National Electrical Safety Code (NESC). 1.3 REFERENCES A. NFPA 70 - National Electrical Code (NEC) 1.4 SUMMARY A. This section includes grounding of electrical systems and equipment. Grounding requirements specified in this Section may be supplemented by special requirements of systems described in other Sections. PART 2-PRODUCTS 2.1 GROUNDING CONDUCTORS A. For insulated conductors, comply with Division 26 Section 26 05 13 "Wire and Cable". B. Material: Copper. CD W C. Equipment Grounding Conductors: Insulated. Refer to Section 26 05 53 for i4i4f4tioLeolor. D. Grounding Electrode Conductors: Stranded cable. --C7 , J r- E. Underground Conductors: Bare, tinned, stranded, unless otherwise indicate IMEG #22009024.00 26 05 26 - 1 Hitchcock - Iowa City, IA Mercer Park Reno 2.2 A. 2.3 A. CONNECTOR PRODUCTS Comply with UL 467; listed for use for specific types, sizes, and combinations of conductors and connected items. GROUNDING ELECTRODES Ground Rods Copper -clad steel. PART 3 - EXECUTION 3.1 CONNECTIONS A. General: Make connections so galvanic action or electrolysis possibility is minimized. Select connectors, connection hardware, conductors, and connection methods so metals in direct contact will be galvanically compatible. 1. Use electroplated or hot -tin -coated materials to ensure high conductivity and to make contact points closer to order of galvanic series. 2. Make connections with clean, bare metal at points of contact. 3. Make aluminum -to -steel connections with stainless -steel separators and mechanical clamps. 4. Make aluminum -to -galvanized steel connections with tin-plated copper jumpers and mechanical clamps. 5. Coat and seal connections having dissimilar metals with inert material to prevent future penetration of moisture to contact surfaces. B. Equipment Grounding Conductor Terminations: For No. 8 AWG and larger, use pressure -type grounding lugs. No. 10 AWG and smaller grounding conductors may be terminated with winged pressure -type connectors. C. Noncontact Metal Raceway Terminations: If metallic raceways terminate at metal housings without mechanical and electrical connection to housing, terminate each conduit with a grounding bushing. Connect grounding bushings with a bare grounding conductor to grounding bus or terminal in housing. Bond electrically non -continuous conduits at entrances and exits with grounding bushings and bare grounding conductors, unless otherwise indicated. D. Underground Connections: Exothermic -welded connections. Use for underground connections, except those at test wells. E. Connections at back boxes, junction boxes, pull boxes, and equipment terminations: The equipment grounding conductor(s) associated with all circuits in the box shall be connected together and to the box using a suitable grounding screw. The removal of the respective receptacle, luminaire, or other device served by the box shall not interrupt the grounding continuity. The connection to the non-metallic boxes shall be made to any metallic fittigg or device requiring grounding. c IMEG #22009024.00 'r r4n 26-Q5 26 F Hitchcock - Iowa City, IA Mercer Park Reno ' 4 r- F. Tighten screws and bolts for grounding and bonding connectors and terminals according to manufacturer's published torque -tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A. G. Moisture Protection: If insulated grounding conductors are connected to ground rods or grounding buses, insulate entire area of connection and seal against moisture penetration of insulation and cable. 3.2 INSTALLATION A. Use only copper conductors for both insulated and bare grounding conductors in direct contact with earth, concrete, masonry, crushed stone, and similar materials. B. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwise indicated. Avoid obstructing access or placing conductors where they may be subjected to strain, impact, or damage. Each grounding conductor that passes through a below grade wall must be provided with a waterstop. C. Grounding electrode conductor (GEC) shall be protected from physical damage by rigid polyvinyl chloride conduit (PVC) in exposed locations. D. In raceways, use insulated equipment grounding conductors. E. Underground Grounding Conductors: Use tinned copper conductor, No. 2/0 AWG minimum. Bury at least 24 inches below grade or bury 12 inches above duct bank when installed as part of the duct bank. 3.3 EQUIPMENT GROUNDING SYSTEM A. Comply with Electrical Code, for types, sizes, and quantities of equipment grounding conductors, unless specific types, larger sizes, or more conductors than required by Electrical Code are indicated. B. Install equipment grounding conductors in all feeders and circuits. Terminate each end on a grounding lug or bus. C. Nonmetallic Raceways: Install an equipment grounding conductor in nonmetallic raceways unless they are designated for telephone or data cables. 3.4 GROUNDING ELECTRODE SYSTEM A. Provide bonding at Utility Company's metering equipment and pad mounted trat sfgrmer- t B. Ground Rods: Install at least two rods spaced at least 20 feet from each other and located at ^• least the same distance from other grounding electrodes. 1. Drive ground rods until tops are 12 inches below finished floor or final gr�un ess otherwise indicated. IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno 260526-3 2. Interconnect ground rods with grounding electrode conductors. Use exothermic welds, except at test wells and as otherwise indicated. Make connections without exposing steel or damaging copper coating. 3.5 FIELD QUALITY CONTROL A. Inspect grounding and bonding system conductors and connections for tightness and proper installation. 1. Measure ground resistance from system neutral connection at service entrance to convenient ground reference points using suitable ground testing equipment. Resistance shall not exceed 5 ohms. 2. Testing: Perform the following field quality -control testing: a. After installing grounding system but before permanent electrical circuitry has been energized, test for compliance with requirements. b. Test completed grounding system at each location where a maximum ground - resistance level is specified, at service disconnect enclosure grounding terminal, and at ground test wells. Measure ground resistance not less than two full days after the last trace of precipitation, and without the soil being moistened by any means other than natural drainage or seepage and without chemical treatment or other artificial means of reducing natural ground resistance. Perform tests, by the fall -of - potential method according to IEEE 81. C. Provide drawings locating each ground rod and ground rod assembly and other grounding electrodes, identify each by letter in alphabetical order, and key to the record of tests and observations. Include the number of rods driven and their depth at each location and include observations of weather and other phenomena that may affect test results. Describe measures taken to improve test results. 1) Equipment Rated 500 kVA and Less: 10 ohms. 2) Equipment Rated 500 to 1000 kVA: 5 ohms. 3) Equipment Rated More Than 1000 kVA: 3 ohms. 4) Substations and Pad -Mounted Switching Equipment: 5 ohms. 5) Manhole Grounds: 10 ohms. d. Excessive Ground Resistance: If resistance to ground exceeds specified values, notify Architect/Engineer promptly and include recommendations to reduce ground resistance. 3.6 GRADING AND PLANTING A. Restore surface features, including vegetation, at areas disturbed by Work of this Section. Reestablish original grades, unless otherwise indicated. If sod has been removed, replacewt as soon as possible after backfilling is completed. Restore areas disturbed by trenching, su g of dirt, cable laying, and other activities to their original condition. Include application._ of 2psoil„�, fertilizer, lime, seed, sod, sprig, and mulch. Comply with Division 2. Maintain jr.esloXe&_— ' I surfaces. Restore disturbed paving. END OF SECTION 260526 IMEG #22009024.00 ,. 261.26 - 4 Hitchcock - Iowa City, IA Mercer Park Reno SECTION 26 05 27 - SUPPORTING DEVICES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Conduit and Equipment Supports B. Fastening Hardware 1.2 QUALITY ASSURANCE A. Support systems shall be adequate for weight of equipment and conduit, including wiring, which they carry. 1.3 COORDINATION A. Coordinate size, shape and location of concrete pads with section on Cast -in -Place Concrete or Concrete Topping. PART2-PRODUCTS 2.1 MANUFACTURERS A. Allied Support Systems B. Cooper B-Line C. Erico, Inc. D. Hilti E. Power Fasteners F. Orbit Industries 2.2 MATERIAL A. Support Channel: Hot -dip galvanized for wet/damp locations; painted steel for interior/dry locations. All field cut ends shall be touched up with matching finish to inhibit rusting. r.,, C: B. Hardware: Corrosion resistant. C) w rn IMEG #22009024.00 f6 05 27 - 1 Hitchcock - Iowa City, IA Mercer Park Reno PART 3 - EXECUTION 3.1 INSTALLATION A. Do not fasten supports to ceiling systems, piping, ductwork, mechanical equipment, or conduit, unless otherwise noted. B. Do not use powder -actuated anchors without specific permission. C. Do not drill structural steel members. D. Fabricate supports from structural steel or steel channel, rigidly welded or bolted to present a neat appearance. Use hexagon head bolts with spring lock washers under all nuts. E. Do not exceed 25 lbs. per hanger and a minimum spacing of 2'-0" on center when attaching to metal roof decking (excludes concrete on metal deck). This 25 lbs. load and 2'-0" spacing include adjacent electrical and mechanical items hanging from deck. If the hanger restrictions cannot be achieved, supplemental framing off steel framing will need to be added. F. Refer to Section 26 05 33 for special conduit supporting requirements. 3.2 FINISH A. Prime coat exposed steel hangers and supports. Hangers and supports in crawl spaces, pipe shafts, and above suspended ceiling spaces are not considered exposed. B. Trim all ends of exposed field fabricated steel hangers, slotted channel and threaded rod to within I" of support or fastener to eliminate potential injury to personnel unless shown otherwise on the drawings. Smooth ends and install elastomeric insulation with two coats of latex paint if exposed steel is within 6'-6" of finish floor and presents potential injury to personnel. END OF SECTION 260527 r-:ro f Cr. --s 75 J a ,75 X IMEG #22009024.00 26 05 27 - 2 Hitchcock - Iowa City, IA Mercer Park Reno SECTION 26 05 33 - CONDUIT AND BOXES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Rigid metallic conduit and fittings (RMC) B. Liquidtight flexible metallic conduit and fittings (LFMC) C. Rigid polyvinyl chloride conduit and fittings (PVC) D. High density polyethylene conduit and fittings (HDPE) E. Pull and junction boxes 1.2 RELATED WORK A. Section 26 05 53 - Electrical Identification: Refer to electrical identification for color and identification labeling requirements. 1.3 REFERENCES A. American National Standards Institute (ANSI): 1. ANSI C80.1 - Rigid Steel Conduit, Zinc -Coated 2. ANSI C80.3 - Electrical Metallic Tubing, Zinc -Coated and Fittings 3. - ANSI C80.4 - Fittings for Rigid Metal Conduit and Electrical Metallic Tubing 4. ANSI C80.6 - Intermediate Metal Conduit, Zinc Coated 5. ANSI/NEMA OS 1 - Sheet -Steel Outlet Boxes, Device Boxes, Covers and Box Supports 6. ANSI/NEMA OS 2 - Nonmetallic Outlet Boxes, Device Boxes, Covers and Box Supports B. Federal Specifications (FS): 1. 1 A-A-50553A - Fittings for Conduit, Metal, Rigid, (Thick -Wall and Thin -Wall (EMT) Type 2. A-A-55810 - Specification for Flexible Metal Conduit C. NECA "Standards of Installation" D. National Electrical Manufacturers Association (NEMA): 1. ANSI/NEMA FB I - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit, Electrical Metallic Tubing and Cable 2. RN I - Polyvinyl chloride (PVC) Externally Coated Galvanized Rigid Steel C iduit, Qid Aluminum Conduit, and Intermediate Metal Conduit raw 3. TC 2 - Electrical Polyvinyl Chloride (PVC) Conduit 4. TC 9 - Fittings for PVC Plastic Utilities Duct for Underground Installation --q i .y IMEG #22009024.00 26„05 33 1 Hitchcock - Iowa City, IA Mercer Park Reno E. NFPA 70 - National Electrical Code (NEC) F. Underwriters Laboratories (UL): Applicable Listings 1. UL 1 - Flexible Metal Conduit 2. UL 6 - Rigid Metal Conduit 3; UL 360 - Liquid Tight Flexible Steel Conduit 4. UL514-B - Conduit Tubing and Cable Fittings 5. UL651-A - Type EB and a PVC Conduit and HDPE Conduit 6. UL651-13 - Continuous Length HDPE Conduit 7. UL746A - Standard for Polymeric Materials - Short Term Property Evaluations 8. UL797 - Electrical Metal Tubing 9. a1242 Intermediate Metal Conduit G. American Standard of Testing and Materials (ASTM): 1. ASTM D 570 - Standard Test Method for Water Absorption of Plastics 2. ASTM D 638 - Standard Test Method for Tensile Properties of Plastics 3. ASTM D 648 - Standard Test Method for Deflection Temperature of Plastics under Flexural Load in the Edge Wise Position 4. ASTM D 2412 - Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel -Plate Loading 5. ASTM D 2447 - Standard Specification for Polyethylene (PE) Plastic Pipe, Schedules 40 and 80, Based on Outside Diameter 6. ASTM D 3350 - Standard Specification for Polyethylene Plastic Pipe and Fittings Material H. Definitions: 1. Fittings: Conduit connection or coupling. 2. Body: Enlarged fittings with opening allowing access to the conductors for pulling purposes only. 3. Mechanical Spaces: Enclosed areas, usually kept separated from the general public, where the primary use is to house service equipment and to route services. These spaces generally have exposed structures, bare concrete and non -architecturally emphasized finishes. 4. Finished Spaces: Enclosed areas where the primary use is to house personnel and the general public. These spaces generally have architecturally emphasized finishes, ceilings and/or floors. 5. Concealed: Not visible by the general public. Often indicates a location either above the ceiling, in the walls, in or beneath the floor slab, in column coverings, or in the ceiling construction. 6. Above Grade: Not directly in contact with the earth. For example, an interior wall located at an elevation below the finished grade shall be considered above grade but a wall retainiWarth shall be considered below grade. 7. Slab: Horizontal pour of concrete used for a floor or sub -floor. 77 IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno 260533-2 PART 2-PRODUCTS 2.1 RIGID METALLIC CONDUIT (RMC) AND FITTINGS A. Manufacturers: 1. Allied 2. LTV 3. Steelduct 4. Calbond Calpipe 5. Wheatland Tube Co 6. 0-Z Gedney 7. or approved equal. B. Manufacturers of RMC Conduit Fittings: 1. Appleton Electric 2. 0-Z/Gedney Co. 3. Electroline 4. Raco 5. Bridgeport 6. Midwest 7. Regal 8. Thomas & Betts 9. Crouse -Hinds 10. Killark 11. Orbit Industries 12. or approved equal. C. Minimum Size Galvanized Steel: 3/4 inch, unless otherwise noted. D. Fittings and Conduit Bodies: I . End Bell Fittings: Malleable iron, hot dip galvanized, threaded flare type with provisions for mounting to form. 2. Expansion Joints: Malleable iron and hot dip galvanized providing a minimum of 4 inches of movement. Fitting shall be watertight with an insulating bushing and a bonding jumper. 3. Expansion Joint for Concrete Encased Conduit: Neoprene sleeve with bronze end coupling, stainless steel bands and tinned copper braid bonding jumper. Fittings shall be watertight and concrete -tight. 4. Conduit End Bushings: Malleable iron type with molded -on high impact phenolic thermosetting insulation. Where required elsewhere in the contract documents, bushing shall be complete with ground conductor saddle and clamp. High impact phenolic threaded type bushings are n6o acceptable. C_ 5. All other fittings and conduit bodies shall be of malleable iron construction an dsdip galvanized. ,- --a ' IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno 26jM33-3 .r- E. PVC Externally Coated Conduit: Compliant with UL 6, ANSI C80.1 and NEMA RN 1; rigid galvanized steel conduit with external 40 mil PVC coating and internal 2 mil urethane coating surface. All fittings and conduit bodies shall be complete with coating. The PVC coated system shall include necessary PVC coated fittings, boxes and covers to form a complete encapsulated system. 1. Acceptable Manufacturers: a. Calbond Calpipe b. Robroy C. T&B Ocal d. or approved equal. 2.2 LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT (LFMC) AND FITTINGS A. Manufacturers: 1. Anaconda Type UA 2. Electri-Flex Type LA 3. Alflex 4. Carlon (Lamson & Sessions) 5. or approved equal. B. Construction: Flexible steel, approved for conduit ground, zinc coated, threadless type formed from a continuous length of spirally wound, interlocked zinc coated strip steel and an extruded PVC cover. C. Fittings and Conduit Bodies: 1. Watertight, compression type, galvanized zinc coated cadmium plated malleable cast iron, UL listed. 2. Fittings and conduit bodies shall include plastic or cast metal inserts supplied by the manufacturer to protect conductors from sharp edges. 3. Manufacturers: a. Appleton Electric b. O-Z/Gedney Co. C_ C. Electroline > :::1 4 i _m d. Bridgeport' e. Thomas & Betts t f. Midwest r.v.. ? g. Regal r " r �• ° TM' h. Carlon (Lamson & Sessions) i. Orbit Industries- �a j. or approved equal. 2.3 RIGID NON-METALLIC CONDUIT (PVC) AND FITTINGS A. Minimum Size Rigid Smooth -Wall Nonmetallic Conduit: 3/4 inch, unless otherwise noted. IMEG #22009024.00 2605 33 - 4 Hitchcock - Iowa City, IA Mercer Park Reno B. Acceptable Manufacturers: 1. Carlon (Lamson & Sessions) Type 40 2. Cantex, J.M. Mfg. 3. or approved equal. C. Construction: Schedule 40 and Schedule 80 rigid polyvinyl chloride (PVC), UL labeled for 90°C. D. Fittings and Conduit Bodies: NEMA TC 3; sleeve type suitable for and manufactured especially for use with the conduit by the conduit manufacturer. E. Plastic cement for joining conduit and fittings shall be provided as recommended by the manufacturer. 2.4 HIGH DENSITY POLYETHYLENE (HDPE) A. Minimum Size: 2 inch, unless noted otherwise. B. Acceptable Manufacturers: 1. Carlon 2. Chevron Phillips Chemical Company 3. or approved equal. C. Materials used for the manufacture of polyethylene pipe and fittings shall be extra high molecular weight, high -density polyethylene resin. The material shall be listed by PPI (Plastic Pipe Institute) and shall meet the following resin properties: ASTM Test Description Values HDPE D-1505 Density CM 3 -less than 0.941 D-1238 Melt Index, 10 min Condition E greater than 0.55 rams/10 min. D-638 Tensile Strength at yield(psi) 3000 min. D-1693 Environmental Stress Crack Resistance Condition B, F 20 96 hrs. D-790 Flexural Modulus, MPa(psi) less than 80,000 D-746 Brittleness Temperature -75°C Max D. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant from resin of the same raw material, including both the base resin and coextruded resin. The pipe shall be homogeneous throughout and free of visible cracks, holes, voids, foreign inclusions, or other defects that may affect the wall integrity. E. Fitting and Conduit Bodies: 1. Directional Bore and Plow Type Installation: Electrofusion or Universal Aluminum thred couplings. Tensile strength of coupled pipe must be greater than 2,000 lbs. r— /Fqh IMEG #22009024.00 `5 6 033 - Hitchcock - Iowa Citv. IA Mercer Park Reno r. 2. For all other type of installation: Coupler must provide a water tight connection. The tensile strength of coupled pipe must be greater than 1,000 lbs. 3. E-loc type couplings are not acceptable in any situations. 4. Acceptable Manufacturers: a. ARCON b. Carlon C. or approved equal. 2.5 JB; PULL AND JUNCTION BOXES A. Sheet metal boxes larger than 12 inches in any dimension that contain terminations or components: Continuous hinged enclosure with 1/4 turn latch and white back panel for mounting terminal blocks and electrical components. B. Cast Metal Boxes for Outdoor and Wet Location Installations: NEMA 250; Type 4 and Type 6, flat - flanged, surface -mounted junction box, UL listed as raintight. Galvanized cast iron box and cover with ground flange, neoprene gasket, and stainless steel cover screws. C. Cast Metal Boxes for Underground Installations: NEMA 250; Type 4, inside flanged, recessed cover box for flush mounting, UL listed as raintight. Galvanized cast iron box and plain cover with neoprene gasket and stainless steel cover screws. PART 3 - EXECUTION 3.1 CONDUIT INSTALLATION SCHEDULE AND SIZING A. In the event the location of conduit installation represents conflicting installation requirements as specified in the following schedule, a clarification shall be obtained from the Architect/Engineer. If this Contractor is unable to obtain a clarification as outlined above, concealed rigid galvanized steel conduit installed per these specifications and the Electrical Code shall be required. B. Installation Schedule: Refer to drawings. C. Size conduit as shown on the drawings and specifications. Where not indicated in the contract documents, conduit size shall be according to the Electrical Code. Conduit and conductor sizing shall be coordinated to limit conductor fill to less than 40%, maintain conductor ampere capacity as required by the Electrical Code (to include enlarged conductors due to temperature and quantity derating values) and to prevent excessive voltage drop and pulling tension due to long conduit/conductor lengths. D. Minimum Conduit Size (Unless Noted Otherwise): 1. Above Grade: 3/4 inch. (The use of 1/2 inch would be allowed for installation conduit iZ individual light switches, individual receptacles and individual fixture whips from juncion box:); 2. Below Grade 5' or less from Building Foundation: 1 inch. IMEG #22009024.00 y Hitchcock - Iowa City, IA Mercer Park Reno 2W 33 - 6 3. Below Grade More than 5' from Building Foundation: 1 inch. 4. Controls Conduit: 3/4 inch. E. Conduit sizes shall change only at the entrance or exit to a junction box, unless specifically noted on the drawings. 3.2 CONDUIT ARRANGEMENT A. In general, conduit shall be installed concealed in walls, in finished spaces and where possible or practical, or as noted otherwise. Conduit shall be installed parallel or perpendicular to walls, ceilings, and exposed structural members. In unfinished spaces, mechanical and utility areas, conduit may run either concealed or exposed as conditions dictate and as practical unless noted otherwise on drawings. Installation shall maintain headroom in exposed vicinities of pedestrian or vehicular traffic. B. Exposed conduit on exterior walls or above roof will not be allowed without prior written approval of Architect/Engineer. A drawing of the proposed routing and a photo of the location shall be submitted 14 days prior to start of conduit rough -in. Routing shall be shown on coordination drawings. C. Conduit runs shall be routed as shown on large scale drawings. Conduit routing on drawings scaled 1/4"=1'-0" or less shall be considered diagrammatic, unless noted otherwise. The correct routing, when shown diagrammatically shall be chosen by the Contractor based on information in the contract documents, in accordance with manufacturer's written instructions, applicable codes, the NECA's "Standard of Installation", in accordance with recognized industry standards, and coordinated with other contractors. D. Contractor shall adapt Contractor's work to the job conditions and make such changes as required and permitted by the Architect/Engineer, such as moving to clear beams and joists, adjusting at columns, avoiding interference with windows, etc., to permit the proper installation of other mechanical and/or electrical equipment. E. Contractor shall cooperate with all contractors on the project. Contractor shall obtain details of other contractor's work to ensure fit and avoid conflict. Any expense due to the failure of This Contractor to do so shall be paid for in full by Contractor. The other trades involved as directed by the Architect/Engineer shall perform the repair of work damaged as a result of neglect or error by This Contractor. The resultant costs shall be borne by This Contractor. 3.3 CONDUIT SUPPORT A. Conduit shall be held in place by the correct size of galvanized one -hole conduit clamps, two -hole conduit straps, patented support devices, clamp back conduit hangers, or by other means if called for on the drawings. B. Support individual horizontal raceways with separate, malleable -iron pipe hangers or clamps. C. Spring -steel conduit clips specifically designed for supporting single conduits or tubing may bgused in lieu of malleable -iron hangers for 1-1/2" and smaller raceways serving lighting ands Reptac"ranch circuits above accessible ceilings and for securing raceways to slotted channel and angi'supaats. IMEG #22009024.00 ` � ' Z"5 33 -' c.n Hitchcock - Iowa City, IA Mercer Park Reno D. Group conduits in parallel runs where practical and use conduit racks or trapeze hangers constructed of steel channel, suspended with threaded solid rods or wall mounted from metal channels with conduit straps or clamps. Provide space in each rack or trapeze for 25% additional conduits. E. Do not exceed 25 lbs. per hanger and a minimum spacing of T-0" on center when attaching to metal roof decking (excludes concrete on metal deck). This 251bs. load and T-0" spacing include adjacent electrical and mechanical items hanging from deck. If the hanger restrictions cannot be achieved, supplemental framing off steel framing will need to be added. F. Arrange supports in vertical runs so the weight of raceways and enclosed conductors is carried entirely by raceway supports, with no weight load on raceway terminals. G. Supports for metallic conduit shall be no greater than 10 feet. A smaller interval may be used if, necessitated.by building construction, but in no event shall support spans exceed the Electrical Code requirements. Conduit shall be securely fastened within 3 feet of each outlet box, junction box, device box, cabinet, or fitting. H. Supports of flexible conduit shall be within 12 inches of each outlet box, junction box, device box, cabinet, or fitting and at intervals not to exceed 4.5 feet. I. Supports for non-metallic conduit shall be at sufficiently close intervals to eliminate any sag in the conduit. The manufacturer's recommendations shall be followed, but in no event shall support spans exceed the Electrical Code requirements. Where conduit is to be installed in poured concrete floors or walls, provide concrete -tight conduit inserts securely fastened to forms to prevent conduit misplacement. K. Finish: .1. Prime coat exposed steel hangers and supports. Hangers and supports in crawl spaces, pipe shafts, and above suspended ceiling spaces are not considered exposed. 2. Trim all ends of exposed field fabricated steel hangers, slotted channel and threaded rod to within 1" of support or fastener to eliminate potential injury to personnel unless shown otherwise on the drawings. Smooth ends and install elastomeric insulation with two coats of latex paint if exposed steel is within 6-6" of finish floor and presents potential injury to personnel. 3.4 CONDUIT INSTALLATION A. Conduit Connections: 1. Shorter than standard conduit lengths shall be cut square using industry standards. The ends of all conduits cut shall be reamed or otherwise finished.to remove all rough edges. 2. Metallic conduit connections in slab on grade installation shall be sealed and one coat of rust inhibitor primer applied after the connection is made. 3. Where conduits with tapered threads cannot be coupled with standard couplings, then approved split or Erickson couplings shall be used. Running threads will not be permitt4 .. ry IMEG #22009024.00 VrV 25 3 ? ...,. Hitchcock - Iowa City, IA Mercer Park Reno EQ C. 4. Install expansion/deflection joints where conduit crosses structure expansion/seismic joints. Conduit terminations for all low voltage wiring shall have nylon bushings installed on each end of every conduit run. Conduit Bends: 1. Use a hydraulic one-shot conduit bender or factory elbows for bends in conduit 2" in size or larger. All steel conduit bending shall be done cold; no heating of steel conduit shall be permitted. 2. All bends of rigid polyvinyl chloride conduit (PVC) shall be made with the manufacturer's approved bending equipment. The use of spot heating devices will not be permitted (i.e. blow torches). 3. A run of conduit shall not contain more than the equivalent of four (4) quarter bends (360°), including those bends located immediately at the outlet or body. 4. Rigid polyvinyl chloride conduit (PVC) runs longer than 100 feet or runs which have more than two 90' equivalent bends (regardless of length) shall use rigid metal or RTRC factory elbows for bends. 5. Use conduit bodies to make sharp changes in direction (i.e. around beams). Conduit Placement: 1. Conduit shall be mechanically continuous from source of current to all outlets. Conduit shall be electrically continuous from source of current to all outlets, unless a properly sized grounding conductor is routed within the conduit. All metallic conduits shall be bonded per the Electrical Code. 2. Avoid moisture traps where possible. Where unavoidable, provide a junction box with drain fitting at conduit low point. 3. Seal interior of conduit at exterior entries, air handling units, coolers/freezers, etc., and where the temperature differential can potentially be greater than 207, to prevent moisture penetration. Seal shall be placed where conduit enters warm space. Conduit seal fitting shall be a drain/seal, with sealing compound, identified for use with cable and raceway system, equal to 0-Z/Gedney type EYD. 4. Rigid polyvinyl chloride conduit (PVC) shall be installed when material surface temperatures and ambient temperature are greater than 40°F. 5. Where rigid polyvinyl chloride conduit (PVC) is used below grade, in a slab, below a slab, etc., a transition to rigid galvanized steel or PVC -coated steel conduit shall be installed before conduit exits earth. The metallic conduit shall extend a minimum of 6" into the surface concealing the non-metallic conduit. 6. Contractor shall provide suitable mechanical protection around all conduits stubbed out from floors, walls or ceilings during construction to prevent bending or damaging of stubs due to carelessness with construction equipment. 7. Contractor shall provide a polypropylene pull cord with 2000 lbs. tensile strength in each empty conduit (indoor and outdoor), except in sleeves and nipples. IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno 3.5 CONDUIT TERMINATIONS A. Where conduit bonding is indicated or required in the contract documents, the bushings shall be a grounding type sized for the conduit and ground bonding conductor as manufactured by 0-Z/Gedney, Appleton, Thomas & Betts, Burndy, Regal, Orbit Industries or approved equal. B. Conduits with termination fittings shall be threaded for one (1) lock nut on the outside and one (1) lock nut and bushing on the inside of each box. C. Where conduits terminate in boxes with knockouts, they shall be secured to the boxes with lock nuts and provided with approved screw type tinned iron bushings or fittings with plastic inserts. D. Where conduits terminate in boxes, fittings, or bodies with threaded openings, they shall be tightly screwed against the shoulder portion of the threaded openings. E. Conduit terminations to all motors shall be made with flexible metallic conduit (FMC), unless noted otherwise. Final connections to roof exhaust fans, or other exterior motors and motors in damp or wet locations shall be made with liquidtight flexible metallic conduit (LFMC). Motors in hazardous areas, as defined in the Electrical Code, shall be connected using flexible conduit rated for the environment. Flexible conduit shall not exceed 6' in length. Route equipment ground conductors from circuit ground to motor ground terminal through flexible conduit. F. Rigid polyvinyl chloride conduit (PVC) shall be terminated using fittings and bodies produced by the manufacturer of the conduit, unless noted otherwise. Prepare conduit as per manufacturer's recommendations before joining. All joints shall be solvent welded by applying full even coat of plastic cement to the entire areas that will be joined. Turn the conduit at least a quarter to one half turn in the fitting and let the joint cure for 1-hour minimum or as per the manufacturer's recommendations. G. All conduit ends shall be sealed with plastic immediately after installation to prevent the entrance of any foreign matter during construction. The seals shall be removed and the conduits blown clear of all foreign matter prior to any wires or pull cords being installed. 3.6 UNDERGROUND CONDUIT INSTALLATION A. Conduit Connections: 1. Conduit joints in a multiple conduit run shall be staggered at least one foot apart. B. Conduit Bends (Lateral): 1. Conduits shall have long sweep radius elbows instead of standard elbows wherever special bends are indicated and noted on the drawings, or as required by the manufacturer of the equipment or system being served. C. Conduit Elbows (vertical):, 1. Minimum metal or RTRC elbow radiuses shall be 30 inches for primary cond.(greaP' than 600V) and 18 inches for secondary conduits (less than 600V). Increase radius�v required, based on pulling tension calculation requirements. IMEG #22009024.00 26 05,.33 -lam° r— Hitchcock - Iowa City, IA Mercer Park Reno `'7 D. Expansion Fittings at Finished Grade: Provide underground raceways with an expansion fitting after emerging from finished grade and exterior equipment pads. Field locate the expansion fitting above and within 24 inches of finished grade. Raceways extending less than 12 inches above finished grade, transitioning to LFMC within 12 inches of finished grade, and interior concrete building slabs do not require an expansion fitting unless required by code. E. Conduit Placement: 1. Conduit runs shall be pitched a minimum of 4" per 100 feet to drain toward the terminations. Duct runs shall be installed deeper than the minimum wherever required to avoid any conflicts with existing or new piping, tunnels, etc. 2. For parallel runs, use suitable separators and chairs installed not greater than 4' on centers. Band conduit together with suitable banding devices. Securely anchor conduit to prevent movement during concrete placement or backfilling. 3. Where concrete is required, the materials for concreting shall be thoroughly mixed to a minimum fc = 2500 and immediately placed in the trench around the conduits. No concrete that has been allowed to partially set shall be used. 4. Before the Contractor pulls any cables into the conduit, Contractor shall have a mandrel 1/4" smaller than the conduit inside diameter pulled through each conduit and if any concrete or obstructions are found, the Contractor shall remove them and clear the conduit. Spare conduit shall also be cleared of all obstructions. 5. Conduit terminations in manholes, masonry pull boxes, or masonry walls shall be with malleable iron end bell fittings. 6. All spare conduits not terminated in a covered enclosure shall have its terminations plugged as described above. 7. Ductbanks and conduit shall be installed a minimum of 24".below finished grade, unless otherwise noted on the drawings or elsewhere in these specifications. 8. All non-metallic conduit installed underground outside of a slab shall be rigid. F. Horizontal Directional Drilling: Entire drill path shall be accurately surveyed, with entry and exit stakes placed and coordinated with other contractors. If using a magnetic guidance system, entire drill path shall be surveyed for any surface geo-magnetic variations or anomalies. Any utility locates within 20 feet of the bore path shall have the exact location physically verified by hand digging or vacuum excavation. Restore inspection holes to original condition after verification. 3.7 BOX INSTALLATION SCHEDULE A. Cast boxes shall be used in: 1. Exterior locations. c� 2. Direct contact with earth. 3. Direct contact with concrete in slab on grade. 4. Wet locations. - c r-rd IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno v t rr 26E 533-11 3.8 COORDINATION OF BOX LOCATIONS A. Provide electrical boxes as shown on the drawings, and as required for splices, taps, wire pulling, equipment connections, and code compliance. B. Electrical box locations shown on the Contract Drawings are approximate, unless dimensioned. Verify location of floor boxes and outlets in offices and work areas prior to rough -in. C. Locate and install boxes to allow access. Avoid interferences with ductwork, piping, structure, equipment, etc. Recessed luminaires shall not be used as access to outlet, pull, and junction boxes. Where installation is inaccessible, provide access doors. Coordinate locations and sizes of required access doors with the Architect/Engineer and General Contractor. D. Locate and install to maintain headroom and to present a neat appearance. 3.9 PULL AND JUNCTION BOX INSTALLATION A. Locate pull boxes and junction boxes above accessible ceilings or in unfinished areas. B. Support pull and junction boxes independent of conduit. 3.10 EXPOSED BOX INSTALLATION A. Boxes shall be secured to the building structure with proper size screws, bolts, hanger rods, or structural steel elements. B. On brick, block and concrete walls or ceilings, exposed boxes shall be supported with no less than two (2) Ackerman -Johnson, Paine, Phillips, or approved equal screw anchors or expansion shields and round head machine screws. Cast boxes shall not be drilled. C. On steel structures, exposed boxes shall be supported to the steel member by drilling and tapping the member and fastening the boxes by means of round head machine screws. D. Boxes may be supported on steel members by APPROVED beam clamps if conduit is supported by beam clamps. E. Boxes shall be fastened to wood structures by means of a minimum of two (2) wood screws adequately large and long to properly support. (Quantity depends on size of box.) F. Wood, plastic, or fiber plugs shall not be used for fastenings. G. Explosive devices shall not be used unless specifically allowed. w END OF SECTION 260533 rs IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno 2605 33 -12 SECTION 26 05 53 - ELECTRICAL IDENTIFICATION PART 1 - GENERAL 1.1 SECTION INCLUDES A. Adhesive Markings and Field Labels B. Nameplates and Signs C. Product Colors 1.2 REFERENCES A. NFPA 70E - National Electrical Safety Code B. NFPA 70 - National Electrical Code (NEC) C. ANSI A13.1 - Standard for Pipe Identification D. ANSI Z535.4 - Standard for Product Safety Signs and Labels 1.3 QUALITY ASSURANCE A. Electrical identification products shall be suitable for the environment installed. Identification labels damaged by the environment due to ultraviolet light fading, damp or wet conditions, physical damage, corrosion, or other conditions shall be replaced with labels suitable for the environment. PART 2-PRODUCTS 2.1 ADHESIVE MARKINGS AND FIELD LABELS A. Colored Adhesive Marking Tape for banding Raceways, Wires, and Cables: Self-adhesive vinyl tape not less than 3 mils thick by 1 inch to 2 inches in width. B. Pretensioned Flexible Wraparound Colored Plastic Sleeves for Cable Identification: flexible acrylic bands sized to suit the cable diameter and arranged to stay in place by pre -tensioned gripping action when coiled around the cable. C. Wire/Cable Designation Tape Markers: Vinyl or vinyl -cloth, self-adhesive, wraparound, cable/conductor markers with preprinted numbers and letter. IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno �..' ,. t 2a5 53,-1" .+Ly m..:e9fi D. Cable Ties: Fungus -inert, self -extinguishing, one-piece, self-locking nylon cable ties, 0.18-inch minimum width, 50-lb minimum tensile strength, and suitable for a temperature range from -40°F to 185°F (-40°C to 85°C), type 2/2S or type 21/21S based on application. Provide ties in specified colors when used for color coding. Cable ties shall be listed and identified for the application, securement, and support. E. Underground Plastic Markers: Bright colored continuously printed plastic ribbon tape of not less than 6 inches wide by 4 mil thick, printed legend indicating type of underground line, manufactured for direct burial service. Tape shall contain a continuous metallic wire to allow location with a metal detector. F. Aluminum, Wraparound Marker Bands: 1-inch width, 0.014 (5mm) inch thick aluminum bands with stamped or embossed legend, and fitted with slots or ears for permanently securing around wire or cable jacket or around groups of conductors. G. Brass or Aluminum Tags: 2" (50mm) by 2" (50mm) by .05-inch metal tags with stamped legend, punched for fastener. H. Indoor/Outdoor Number and Letters: Outdoor grade vinyl label with acrylic adhesive designed for permanent application in severe indoor and outdoor environments. I. Text Sizes: The following information shall be used for text heights, fonts, and size, unless otherwise noted. a. Font: Normal 721 Swiss Bold b. Adhesive Labels: 3/16 inch minimum text height C. Vinyl / Plastic Laminate Labels: 3/4" inch minimum text height 2.2 NAMEPLATES AND SIGNS A. Engraved, Plastic -Laminated Labels, Signs and Instruction Plates: Engraving stock melamine plastic laminate, 1/16-inch minimum thick for signs up to 20 square inches, or 8 inches in length; 1/8 inch thick for larger sizes. Labels shall. be punched for mechanical fasteners. B. Text Sizes: 1. The following information shall be used for text heights, fonts, and size, unless otherwise noted. a. Text Height: 3/8 inch minimum C. Exterior, Metal -Backed, Butyrate Signs: Weather -resistant, nonfading, preprinted, cellulose - acetate butyrate signs with 0.0396 inch galvanized -steel backing: and with cold, legeflZ and size required for application. Mounting 1/4" grommets in corners. D. Fasteners for Plastic -Laminated Signs; Self -tapping stainless steel screws or Weer 12YJ2__ stainless steel machine screws with nuts and flat and lock washers. IMEG #22009024.00 2f 05 53--�2 w-. %n Hitchcock Iowa City, IA Mercer Park Reno 2.3 PRODUCT COLORS A. Adhesive Markings and Field Labels: All Labels: Black letters on white face B. Nameplates and Signs: 1. NORMAL POWER: Black letters on white face 2. Control Labels: Black letters on white face C. Conductor Color Identification: Refer to Part 3 for additional information. PART 3 - EXECUTION 3.1 INSTALLATION A. Lettering and Graphics: Coordinate names, abbreviations, colors, and other designations used in electrical identification work with corresponding designations specified or indicated. Install numbers, lettering, and colors as required by code. B. Install identification devices in accordance with manufacturer's written instruction and requirements of Electrical Code. C. Sequence of Work: Where identification is to be applied to surfaces that require finish, install identification after completion of finish work. All mounting surfaces shall be cleaned and degreased prior to identification installation. D. Circuit Identification: Tag or label conductors as follows: 1. Multiple Power or Lighting Circuits in Same Enclosure: Where multiple branch circuits are terminated or spliced in a box or enclosure, label each conductor with source and circuit number. 2. Multiple Control Wiring and Communication/Signal Circuits in Same Enclosure: For control and communications/signal wiring, use wire/cable marking tape at terminations in wiring boxes, troughs, and control cabinets. Use consistent letter/number conductor designations throughout on wire/cable marking tape. 3. Match identification markings with designations used in panelboards shop drawings, Contract Documents, and similar previously established identification schemes for the facility's electrical installations. E. Apply Danger, Warning, Caution and instruction signs as follows: 1. Install Danger, Warning, Caution or instruction signs where required by ElectricaLCode, where indicated, or where reasonably required to assure safe operation a4. maint 'of electrical systems and of the items to which they connect. Install engraved"'plastia-laminated instruction signs with approved legend where instructions or explanations are need, for 17` system or equipment operation. Install metal -backed butyrate signs for outdoor items. - r-� y � IMEG #22009024.00 6 05 51-i3 Hitchcock - Iowa City, IA Mercer Park Reno 2. 'Danger' indicates a hazardous situation which, if not avoided, will result in death or serious injury. ANSI standard red background, white letters. 3. 'Warning' indicates a hazardous situation which, if not avoided, could result in death or serious injury. ANSI standard orange background, black letters. 4. 'Caution' indicates a hazardous situation which, if not avoided, may result in minor or moderate injury. ANSI standard yellow background, black letters. 5. Emergency Operating Signs: Install, where required by Electrical Code, where indicated, or where reasonably required to assure safe operation and maintenance of electrical systems and of the items to which they connect, engraved laminate signs with white legend on red background with minimum 3/8-inch high lettering for emergency instructions on power transfer, load shedding, or other emergency operations. F. Apply circuit/control/item designation labels of engraved plastic laminate for pushbuttons, pilot lights, alarm/signal components, and similar items, except where labeling is specified elsewhere. G. Install labels parallel to equipment lines at locations as required and at locations for best convenience of viewing without interference with operation and maintenance of equipment. H. Circuits with more than 600V: Identify raceway and cable with "DANGER -HIGH VOLTAGE" in black letters 2 (50mm) inches high on orange background at 10'-0 foot intervals. 1. Entire floor area directly above conduits running beneath and within 12 inches of a basement or ground floor that is in contact with earth or is framed above unexcavated space. 2. Wall surfaces directly external to conduits concealed within wall. 3. All accessible surfaces of concrete envelope around conduits in vertical shafts, exposed in building, or concealed above suspended ceilings. I. Underground Electrical Lines: For exterior underground power, control, signal, and communication lines, install continuous underground plastic line marker located directly above line at 6 (150mm) to 8 (205mm) inches below grade. A single plastic line marker is permitted when the width of the common trench does not exceed 16 inches; provide a second plastic line marker to mark each edge of the trench when 16 inches of width is exceeded. Install line marker for underground wiring, both direct -buried cables and cables in raceway. 3.2 FEEDER AND BRANCH CIRCUIT DIRECTORIES A. Product: 1. Adhesive labels and field markings 2. Nameplates and signs B. Feeder Directories Branch: Provide each feeder, branch circuit, feeder modification, and3ranch circuit modification with a typed circuit directory label. Refer to technical equient softification sections for additional requirements. Include the following with each label: "''- -' C__ IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno 0553-4 1. Load Description: Lighting, receptacles, specific equipment, spare, space, or similar description. 2. Location: Room name, number, location. C. Provide a factory or custom clear plastic sleeve for each branch panel directory and secure to inside panel cover. 3.3 CONDUCTOR COLOR CODING A. Products: 1. All wires and cables, 6 AWG or larger, used in motor circuits, main feeders, sub -main feeders, and branch circuits shall be coded by the application of plastic tape. The tape shall be 3-M, Plymouth or Permacel in colors specified below. The tape shall be applied at each conductor termination with two 1-inch tape bands at 6-inch centers. Contractor option to use colored cabling in lieu of the tape at each end for conductor 6 AWG to 500 KCM. Wire and cables smaller than 6 AWG shall be color coded by the manufacturer. B. Color coding shall be applied at all panels, switches, junction boxes, pull boxes, vaults, manholes etc., where the wires and cables are visible and terminations are made. The same color coding shall be used throughout the entire electrical system, therefore maintaining proper phasing throughout the entire project. C. Colored cable ties shall be applied in groups of three ties of specified color to each conductor at each terminal or splice point starting 3 inches from the termination and spaced at 3- inches centers. Tighten to a snug fit, and cut off excess length. D. Where more than one nominal voltage system exists in a building or facility, each ungrounded conductor of a multi -wire branch circuit, where accessible, shall be identified by phase and system. E. Conductors shall be color coded as follows: 1. 208Y/120 Volt, 4-Wire: a. A -Phase - Black b. B-Phase - Red C. C-Phase Blue d.. Neutral - White e. Ground Bond - Green Grounding Conductors: a. Equipment grounding conductors, main/system/supply-side bonding jumpers: Green. IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno .* , W - C_ C i-41+'V fy 2"5 5 '4 -5 crs 3. Cabling for Remote Control, Signal, and Power Limited Circuits: a. Low Voltage Switching: Per manufacturer recommendations and code requirements. END OF SECTION 260553 IMEG #22009024.00 Hitchcock - Iowa City, IA Mercer Park Reno c"j w C— �. C r`- ^may rT,jy. I V 1 26 05 53 - 6 DIVISION]! -EARTHWORK SECTION 311000 - SITE CLEARING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Protecting existing trees, shrubs, groundcovers, plants, and grass to remain. 2. Removing existing trees, shrubs, groundcovers, plants, and grass. 3. Clearing and grubbing. 4. Stripping and stockpiling topsoil. 5. Removing above- and below -grade site improvements. 6. Disconnecting and capping or sealing site utilities. 7. Temporary erosion and sedimentation control measures. 1.2 MATERIAL OWNERSHIP A. Except for stripped topsoil or other materials indicated to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site. 1.3 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site -clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated. C. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing. D. Do not commence site clearing operations until temporary erosion and sedimentation control measures are in place. v w rC M �-? _..�. r.... „ Jaa I I zz MERCER PARK / CITY PARK COURT IMPROVEMENTS 311000 - 1 SITE CLEARING PART 2-PRODUCTS 2.1 SOIL MATERIALS A. Satisfactory Soil Materials: Requirements for satisfactory soil materials are specified in Division 31 Section "Earth Moving." 1. Obtain approved borrow soil materials off -site when satisfactory soil materials are not available on -site: PART 3 - EXECUTION 3.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Locate and clearly flag trees and vegetation to remain or to be relocated. C. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition, as acceptable to Owner. 3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Install temporary erosion and sediment control as indicated on Drawings. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. 3.3 TREE PROTECTION A. Do not excavate within tree protection zones, unless otherwise indicated. B. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, in a manner approved by Architect. 3.4 UTILITIES A. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed., 1. Arrange with utility companies to shut off indicated utilities. �7,,., t MERCER PARK / CITY PARK COURT IMPROVEMENTS 11000 - 2 SITE CLEARING B. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: C. Removal of underground utilities is included in Sections covering site utilities. 3.5 CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. 2. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. 3. Grind stumps and remove roots, obstructions, and debris extending to a depth of 18 inches below exposed subgrade. 4. Use only hand methods for grubbing within tree protection zone. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated. Place fill material in horizontal layers not exceeding a loose depth of 8 inches, and compact each layer to a density equal to adjacent original ground. 3.6 TOPSOIL STRIPPING A. Remove sod and grass before stripping topsoil. B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with underlying subsoil or other waste materials. C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust. 3.7 SITE IMPROVEMENTS A. Remove existing above- and below -grade improvements as indicated aril om ne,"ssary � to _< �.. ' facilitate new construction. 3.8 DISPOSAL Y` W cn A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property. 1. Separate recyclable materials produced during site clearing from other nonrecyclable materials. Store or stockpile without intermixing with other materials and transport them to recycling facilities. MERCER PARK / CITY PARK COURT IMPROVEMENTS 311000 - 3 SITE CLEARING END OF SECTION 311000 MERCER PARK / CITY PARK COURT IMPROVEMENTS SITE CLEARING w W F-TY k„e,r. V T 311000 - 4 SECTION 312000 - EARTH MOVING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Preparing subgrades for slabs -on -grade, walks, pavements, lawns and grasses, and exterior plants. 2. Subbase course for concrete walks and pavements. 3. Subbase and base course for asphalt paving. 1.2 DEFINITIONS A. Backfill: Soil material used to fill an excavation. 1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial Backfill to fill a trench. B. Base Course: Course placed between the subbase course and hot -mix asphalt paving. C. Bedding Course: Course placed over the excavated subgrade in a trench before laying pipe. D. Borrow Soil: Satisfactory soil imported from off -site for use as fill or backfill. E. Drainage Course: Course supporting the slab -on -grade that also minimizes upward capillary flow of pore water. F. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated. 1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Architect. Authorized additional excavation and replacement material will be paid for according to Contract 9ovisions changes in the Work. �, 2. Unauthorized Excavation: Excavation below subgrade elevations o(-beyond.-indicat lines and dimensions without direction by Architect. Unauthorized excavations --as well 'sl remedial work directed by Architect, shall be without additional compjisation. i G. Fill: Soil materials used to raise existing grades. �`;.., -n ,rv, .:�4 H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanic l and electrical appurtenances, or other man-made stationary features constructed abo�or below the ground surface. MERCER PARK / CITY PARK COURT IMPROVEMENTS 312000 - 1 EARTH MOVING I. Subbase Course: Course placed between the subgrade and base course for hot -mix asphalt pavement, or course placed between the subgrade and a cement concrete pavement or a cement concrete or hot -mix asphalt walk. J. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. 1.3 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing by Architect and then only after arranging to provide temporary utility services according to requirements indicated. PART 2-PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. B. Satisfactory Soils: ASTM D 2487 Soil Classification Groups CL, ML, SM, SC-SM, and SW, or a combination of these groups; free of rock or gravel larger than 3 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. C. Unsatisfactory Soils: Soil Classification Groups OL, OH, MH, CH, and PT according to ASTM D 2487, or a combination of these groups. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch sieve and not more than 12 percent passing a No. 200 sieve. E. Aggregate Base Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 95 percent passing a 1- 1/2-inch sieve and not more than 8 percent passing a No. 200 sieve. F. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1-1/2-inch sieve and not more than 12 percent passing a No. 200 sieve. rve� G. Bedding Course: Naturally or artificially graded mixture of natural or crushed graQ, crushed stone, and natural or .crushed sand; ASTM D 2940; except with 100. perce. passi"" a 1-inch sieve and not more than 8 percent passing a No. 200 sieve. ' H. Drainage Course: Narrowly graded mixture of washed, crushed stone, or ertished or-kmcrtlshed gravel; ASTM D 448; coarse -aggregate grading Size 57; with 100 percent pjng-eb1-1/2fi 1h sieve and 0 to 5 percent passing a No. 8 sieve. w MERCER PARK / CITY PARK COURT IMPROVEMENTS 4112000 - 2 EARTH MOVING cry 2.2 ACCESSORIES A. Filter / Geotextile Fabric: Nonwoven geotextile, specifically manufactured as a drainage geotextile; make from polyolefins, polyesters, or polyamides; and with the following minimum properties determined according to ASTM D 4759 and referenced standard test methods: Grab Tensile Strength: 1101bf, ASTM D 4632 Tear Strength: 40 lbs; ASTM D 4632. Puncture Resistance: 50 lbf; ASTM D 1833. Water Flow Rate: 150 gpm per sq. ft.; ASTM D 44910. Apparent Opening Size: No. 50: ASTM D 4751. PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Preparation of subgrade for earthwork operations including removal of vegetation, topsoil, debris, obstructions, and deleterious materials from ground surface is specified in Division 31 Section "Site Clearing." C. Protect and maintain erosion and sedimentation controls, which are specified in Division 31 Section "Site Clearing." during earthwork operations. 3.2 EXCAVATION A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials. 3.3 EXCAVATION FOR STRUCTURES A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch. If applicable, extend excavations a sufficient distance from structures for placing anozemoving concrete formwork, for installing services and other construction, and for insp5ctions 1. Excavations for Footings and Foundations: Do not disturb bott+etri .of Iiicavation. Excavate by hand to final grade just before placing concrete reinforcaerf. Trim bottoms to required lines and grades to leave solid base to receive other work MERCER PARK / CITY PARK COURT IMPROVEMENTS .T12000 - 3 EARTH MOVING 3.4 EXCAVATION FOR WALKS AND PAVEMENTS A. Excavate surfaces under walks and pavements to indicated lines, cross sections, elevations, and subgrades. 3.5 EXCAVATION FOR UTILITY TRENCHES A. Excavate trenches to indicated gradients, lines, depths, and elevations. B. Excavate trenches to uniform widths to provide the following clearance on each side of pipe or conduit. Excavate trench walls vertically from trench bottom to 12 inches higher than top of pipe or conduit, unless otherwise indicated. Clearance: 12 inches each side of pipe or conduit C. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of pipes and conduit. Shape subgrade to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. Remove projecting stones and sharp objects along trench subgrade. 1. Excavate trenches 6 inches deeper than elevation required in rock or other unyielding bearing material, 4 inches deeper elsewhere, to allow for bedding course. 3.6 SUBGRADE INSPECTION A. Proof -roll subgrade below the slabs and pavements with heavy pneumatic -tired equipment to identify soft pockets and areas of excess yielding. Do not proof -roll wet or saturated subgrades. B. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or construction activities, as directed by Architect, without additional compensation. 3.7 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill, with 28-day compressive strength of 2500 psi, may be used when approved by Architect. Fill unauthorized excavations under other construction or utility pipe as directed by Architect. 3.8 STORAGE OF SOIL MATERIALS A. Stockpile borrow soil materials and excavated satisfactory soil materials without ipii ermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent L�ndblo� dust. �... C _ 4thi 1. Stockpile soil materials away from edge of excavations. Do not stork a rip line of remaining trees. `? " 1 MERCER PARK / CITY PARK COURT IMPROVEMENTS -1120601- 4 EARTH MOVING (JI 2. Materials shall not be stockpiled within identified floodplain or wetland limits. 3.9 UTILITY TRENCH BACKFILL A. Place backfill on subgra des free of mud, frost, snow, or ice. B. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. C. Backfill trenches excavated under footings and within 18 inches of bottom of footings with satisfactory soil; fill with concrete to elevation of bottom of footings. Concrete is specified in Division 03 Section "Cast -in -Place Concrete". D. Place and compact final backfill of satisfactory soil to final subgrade elevation. 3.10 SOIL FILL A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material. B. Place and compact fill material in layers to required elevations as follows: 1. Under grass and planted areas, use satisfactory soil material. 2. Under walks and pavements, use satisfactory soil material. 3. Under steps and ramps, use engineered fill. 4. Under building slabs, use engineered fill. 5. Under footings and foundations, use engineered fill. 3.11 SOIL MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace or scarify and air dry otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight. 3.12 COMPACTION OF SOIL BACKFILLS AND FILLS CD u.. r-- A. Place backfill and fill soil materials in layers not more than 8 inches in looge)depth fur material compacted by heavy compaction equipment, and not more than 4 inches.:Jr ioose depth, 1fo r material compacted by hand -operated tampers. B. Place backfill and fill soil materials evenly on all sides of structures to regl re_ elevations, and uniformly along the full length of each structure. '"t .;, MERCER PARK / CITY PARK COURT IMPROVEMENTS 312000 - 5 EARTH MOVING C. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D 698: 1. Under structures, building slabs, steps, and pavements, scarify and recompact top 12 inches of existing subgrade and each layer of backfill or fill soil material at 95 percent. 2. Under walkways, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 92 percent. 3. Under lawn or unpaved areas, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 85 percent. 4. For utility trenches, compact each layer of initial and final backfill soil material at 95 percent. 5. Under planting beds, refer to Division 32 exterior plants section for compaction requirements. 3.13 GRADING A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Lawn or Unpaved Areas: Plus or minus 1 inch. 2. Walks: Plus or minus %". 3. Pavements: Plus or minus %2". 4. Building Footprint: Plus or minus '/z inch C. Remove topsoil from areas to be graded, excavated, relandscaped, or paved and stockpile on site. 3.14 SUBBASE AND BASE COURSES A. Place subbase and base course on subgrades free of mud, frost, snow, or ice. B. On prepared subgrade, place subbase and base course under pavements and walks as follows: 1. Place drainage course that exceeds 6 inches in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches thick or less than 3 inches thick. 2. Compact each layer of drainage course at optimum moisture content to required grades, lines, cross sections, and thickness to not less than 95 percent of maximum dry unit weight according to ASTM D 698. 3.15 DRAINAGE COURSE C_ A. Place drainage course on subgrades free of mud, frost, snow, or ice. B. On prepared subgrade, place and compact drainage course under cast -in -place concrete slabs-' on -grade as follows: MERCER PARK / CITY PARK COURT IMPROVEMENTS 312000 - 6 EARTH MOVING 1. Place drainage course that exceeds 6 inches in compacted thickness in layers of equal thickness, with no compacted layer more than 6 inches thick or less than 3 inches thick. 2. Compact each layer of drainage course to required cross sections and thicknesses to not less than 95 percent of maximum dry unit weight according to ASTM D 698. 3.16 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent geotechnical engineering testing agency to perform field quality -control testing. Contractor shall coordinate with the Geotech on scheduling testing. Contractor shall be responsible for any subsequent testing based on test result that does not meet specifications. 3.17 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 3.18 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. END OF SECTION 312000 _ 5 MERCER PARK / CITY PARK COURT IMPROVEMENTS 312000 - 7 EARTH MOVING SECTION 312301 — EXCAVATION AND BACKFILL (SITE) PART 1 - GENERAL 1.1 SUMMARY A. Rough grading and filling the site for future base course and paving. B. Excavation and backfill of trenches for utilities. C. Final grading and shaping of site. 1.2 RELATED A. Section 312500 — Erosion and Sediment Control B. Section 321313 — Concrete Pavement 1.3 REFERENCES A. Iowa Department of Transportation (IDOT): Standard Specifications for Highway and Bridge Construction, Latest Edition. B. ASTM C136 — Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. C. ASTM D1556 — Standard Test Method for Density and Unit Weight of Soil in Place by the Sand -Cone Method; 2000. D. ASTM D698 — Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3 (600 kN-m/m3)); 2000a. E. ASTM D2167 Standard Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method; 1994 (2001). F. ASTM D2487 — Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System); 2000. G. ASTM D2922 — Standard Test Method for Density of Soil and Soil -Aggregate Place by Nuclear Methods (Shallow Depth); 2001. 1=6 H. ASTM D3017 — Standard Test Method for Water Content of Soil and Rock in Place t�LL I. ASTM D4253 — Standard Test Method for Maximum Index Density and Unit Weight of Soils Using a vibratory Table. Y_i _Q , J. ASTM D4254 - Standard Test Method for Minimum Index Density and✓ nit" WMht of Soils and Calculation of Relative Density. ` MERCER PARK / CITY PARK COURT IMPROVEMENTS EXCAVATION AND BACKFILL (SITE) 312301 - 1 1.4 PROJECT CONDITIONS A. Contractor is to provide construction layout stakes for all necessary grading, lines, and control points for the work. B. Mark and protect above the below grade utilities that remain. C. Protect benchmarks, survey control points, existing structures, fences, sidewalks, paving, and curbs to remain from grading equipment and vehicular traffic. D. Protect materials from tracking off site. 1.5 SUBMITTALS A. Submit catalog cut sheets for intended products. B. Submit sources for aggregates including gradations. PART 2-PRODUCTS A. HDPE Storm Sewer Pipe Bedding Material: Bedding material shall conform to SUDAS specifications and placed in a manner consistent with Class F-2 and in the direction provided in SUDAS specification 3010, Figure 3010.103 B. General Fill: Suitable Subsoil from on site, off -site borrow, or Contractor Furnished borrow. Free of organic soil lumps larger than 3 inches, rocks larger than 2 inches, and debris. 2. Off Site Borrow: Conforming to ASTM D2487 Group Symbol GC, GW, SC, SM, SW, and SP or a combination of these groups. Soils classified with ASTM D2487 Group Symbol CL, CL-ML, or ML may also be used. When using soil classified as CL the liquid limit and plasticity index shall be less than 45 and 20 respectively. Soil conforming to ASTM D2487 Group Symbol OL, OH, MH, CH, or PT shall not be used under paving, structures, or as backfill around foundations. C. Granular Backfill Material — Gradation 35 or 36 or free draining approved equal: Sand material conforming to Iowa Department of Transportation (IDOT) Standard Specifications for Highway and Bridge Construction, Latest Edition, Section 4133. For use in drainage trenches for pervious, free draining backfill. Must have less than 6% passing 200 sieve. D. Granular base and sub -base: Gradation 11 or approved equal conforming to Iowa DXT 4120.04 Class A crushed stone. Recycled concrete is acceptable providing it meltsthe gt elation and quality requirements of this section. c -4 MERCER PARK / CITY PARK COURT IMPROVEMENTS EXCAVATION AND BACKFILL (SITE)-312301 -2 E. Drainable Base or free draining Aggregate: Drainable base shall be clean crushed limestone to be free draining and having an air void content by volume >-35%. Acceptable aggregate: Iowa Gradation 12a. F. Storage Aggregate: Open graded clean aggregate to be used for storm water detention systems beneath porous pavement systems. Aggregate requirements include sound quality and having an open volume of 35% compacted in place. Typical crushed limestone includes 1-1/2" or larger topsize clean gradations. G. Topsoil — Per Iowa DOT Standard Specification Section 2106 on site salvage, storage, and replacement. H. Riprap or Revetment Stone: 250 lbs. topsize Iowa Class D or E quality stone meeting the requirements of Section 4130.02 of the Iowa Standard Specifications. Revetment stone must be bedded.on 8".of gradation 11 or gradation 12 crushed stone and placed a minimum of 18" deep over the plan area. I. Geotechnical Fabric for Ground Stabilization: Material shall be a woven Polypropylene fabric with an ASTM D4632 grab strength not less than 200 psi, ASTM D4355 500 hour UV resistance not less than 70%, ASTM D4731 AOS of 30. Approved fabric: Mirafi 500X, or equal. J. Geotechnical Filter Fabric: Material shall be Mirafi® FW402 geotextile composed of high - tenacity monofilament polypropylene yarns (or equal) and exhibit the following properties. Mechanical Properties Test Method Unit Minimum Average Roll Value MD CD Wide Width Ten- ASTM D4595 lbs./in (kN/m) 200 (35.0) 140 (24.5) sile Strength Grab Tensile ASTM D4632 lbs. (N) 365 (1624) 200 (890) Strength Grab Tensile Elon- ASTM D4632 % 24 10 gation Trapezoid Tear ASTM D4533 lbs./in (N) 115 (512) 75 (334) Strength CBR Puncture Strength ASTM D6241 lbs./in (N) 675 (3004) Apparent Opening Size ASTM D4751 U.S. Sieve 40 (AOS)1 (mm) (0.43) Percent Open Area COE-02215 % 10 Permittivity ASTM D4491 sec-1 2.1 Permeability ASTM D4491 cm/sec 0.14 Flow Rate ASTM D4491 gal/min/ft2 145 (1/min/m2) _ (59( UV Resistance (at 500 ASTM D4355 % strength retained 94:� hours) MERCER PARK / CITY PARK COURT IMPROVEMENTS u�- EXCAVATION AND BACKFILL (SITE) P312301 - 3 Physical Properties Unit Typical Value Mass/Unit Area (ASTM oz./yd2 (g/m2) 5.6(207) D5261) Thickness (ASTM D5199) mils (mm) 24(0.7) Roll Dimensions (width x ft. (m) 12.5 x 300 (3.8 x 91) length) Roll Area yd2 (m2) 417 (348) Estimated Roll Weight lbs. (Kg) 169 (77) Geotechnical filter fabric shall be placed in accordance with the manufacturers specifications including preparation, edge lap and handling procedures. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that survey benchmarks and intended elevations for the work are as indicated. B. Fill areas in the order shown on the drawings. Oher fill sources: Excavations from on -site provided they meet the requirements of 2.01 Materials above. C. Topsoil — Salvage from on -site sources unless off site sources are approved. 3.2 1PREPARATION A. Identify required lines, levels, contours, and datum. B. Stake and flag locations of known utilities. C. Locate, identify, and protect utilities that remain, from damage. D. Notify utility company to remove and relocate utilities as necessary. E. Mark and verify removal items and limits. F. Protect plant life, lawns, and other features remaining as a portion of the finish landscaping. G. Provide separate stockpiles for different soil material types as required. H. Comply with the site erosion control plan and permit requirements. I. Clean and maintain a tire cleaning area at the entrance to the site during operat�ns. r_,> , r .;. J. Protect benchmarks, survey control points, fences, paving, and curbs to remai�.om avatini equipment and vehicular traffic. Prevent fill materials from tracking off site. C-) ZZ rn MERCER PARK / CITY PARK COURT IMPROVEMENTS EXCAVATION AND BACKFILL (SITE) 312301 - 4 3.3 ROUGH GRADING A. Identify required lines, levels, contours, and datum. B. Before placing additional fill, smooth and level surface of the existing soil and compact using heavy vibratory equipment until there is no loss of elevation. Remove any debris, vegetation, or organic material. C. Do not remove wet subsoil, unless it is subsequently processed to obtain optimum moisture content. D. Prepare subgrades in accordance with Iowa DOT: Standard Specifications for Highway and Bridge Construction, Latest Edition. E. In general, areas within the influence lines of building foundations, walks, and other hard features (cohesive soils) will require 95% Standard Proctor density. Non -cohesive soils in these areas will require 98% Standard Proctor density, (ASTM D698). F. Provide allowance for 6" topsoil from on -site salvaged material stockpile areas adjacent to the parking low, along the curb and shoulder parkway areas, and areas disturbed by the detention and filling activities. Topsoil must be left smooth, uniform, without debris, lumps, rocks larger than and ready to be fertilized and seeded by others. G. Final landscaping will be performed by the Owner. H. Stability: Replace damaged or displaced subsoil to same requirements as for specified fill. Remove large stones, boulders and debris from the site. Rough grading shall be finished by blading to reasonably smooth contours with uniform transitions and slopes. J. Place and maintain silt fence and other erosion control items to prevent silt from entering adjacent properties or ROW. Comply with erosion control requirements and permit. 3.4 SOIL REMOVAL A. In areas to receive new construction and where grades are changed, remove all organic soils (topsoil) and fill materials placed without adequate compaction. Store materials for reuse.. B. Stockpiles: Use areas designated on site or as agreed to; pile depth not to excW 8 feW. protect,,,, from erosion. Grade stockpile area to.prevent standing water. 3.5 FINAL GRADING . o A. Before Final Grading: ' 1. Verify subgrade backfilling has been inspected. a^ 2. Verify subgrade has been contoured and compacted. 3. Verify utility excavation is complete, utilities are installed, tested, and are ready for use. MERCER PARK / CITY PARK COURT IMPROVEMENTS EXCAVATION AND BACKFILL (SITE) 312301 - 5 B. Remove any subgrade debris, roots, branches, stones, in excess of 3 inch in size. C. Verify landscape locations and depths to receive topsoil. 3.6 TOLERANCES A. Top Surface of Subgrade areas: Plus or minus 0.08 foot from required elevation. B. Grading around buildings, between curbs, adjacent to sidewalks as final surfaces, slope to drain and plus or minus 0.05 foot. 3.7 TESTING A. Verify soil materials comply with Section 2.1 above. B. Verify that the Owner's testing agency has moisture density curves for the material and is ready to perform testing. C. Spread soils in loose lifts not to exceed 6" inch depth. Disk or dry soils to optimum moisture plus or minus 2% prior to applying compactive effort. Roll as required to obtain density. Adjust moisture content by adding water or disking as needed to reach moisture required. No additional pay allowance will be made for moisture adjustment. D. Shape fills such that water does not pond. E. Density testing will be performed once areas have been cleared and ready to receive fills or specified surfaces, aggregates, or pavements. Initial testing will be required continuously until the required densities are achieved and a workable process is in place over a fill area. A fill area consists of a parking lot, playing field, ball field, or areas to receive buildings or structural surfaces. The testing will be performed to develop a consistent positive result. Once a consistent density method is established; testing will be required daily as Quality Assurance testing during production of 250 cubic yards of fills or 250 square yards of aggregate bases. Continuous testing will start again if the material source changes, or the quality assurance testing indicates the results are failing. 3.8 CLEANING AND PROTECTION A. Leave site clean, uniform, and ready to receive future work or temporary seeding. Clean mud from the tire cleaning area and the access way periodically during the work. B. Rake and clean entire disturbed areas for seeding. w !. C- ,. END OF SECTION 312301 MERCER PARK / CITY PARK COURT IMPROVEMENTS EXCAVATION AND BACKFILL (SITE) 312301 - 6 SECTION 312500 — EROSION AND SEDIMENT CONTROL PART 1 - GENERAL 1.1 SECTION INCLUDES A. Preparation of soils, collection and management of surface water and erosion. B. Implementation of Construction Storm Water Pollution Prevention Plan (SWPPP) in compliance with site permitting. 1.2 RELATED SECTIONS A. Section 311000 — Site Clearing B. Section 312200 - Grading C. Section 321313 — Concrete Pavement 1.3 REFERENCES A. Iowa Department of Transportation (IDOT): Standard Specifications for Highway and Bridge Construction, Latest Edition. B. SUDAS Standard Specifications Section 9040-Erosion and Sediment Control. C. City of Iowa City regulations. D. Storm Water Pollution Prevention Plan and Erosion Control Plan. E. Erosion Control Testing Council (ECTC). F. Iowa NPDES permit requirements. PART 2-PRODUCTS 2.1 MATERIALS A. Erosion Control Materials, Section 4169 of the Iowa Department of Transportation-(IDOT): Standard Specifications for Highway and Bridge Construction, Latest Edition. B. Temporary Erosion Control Seeding: IDOT Standard Specifications, see Ti 41.02-02,i 'el 65% Rye, 35% Oats. --� c., C. Permanent Seeding: Architect Landscape Plan. MERCER PARK / CITY PARK COURT IMPROVEMENTS EROSION AND SEDIMENT CONTROL 31§000 - 1 D. Silt Filter Fence: Section 4196.0113 and I.M. 496.01, E. Perimeter and Slope Sediment control: IDOT Section 4169.12A, Waddles and Sediment Logs, B, Filter Socks, or C, per I.M. 469.10, appendix E. F. Netless Erosion Control Blanket: Futerra F4 Netless or Equivalent having the following characteristics: 1. Mass per Unit Area: 5 oz/ yd2 2. Thickness: 0.2 inch 3. Tensile Strength: 4.3 lb/ft 4. % Ground Cover: 79% 5. Flexural Rigidity: 0.006 oz-in 6. Water Absorption: 395% 7. Shear Stress: I lb/ft2 8. Functional Longevity: <12 months PART 3 - EXECUTION 3.1 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) A. Erosion Control Plan Sheets: A general approach is included in the project plan sheets and SWPPP binder. A narrative is included on the plan sheets to provide a description for the work. This description if furnished to establish a level of effort needed to achieve permit compliance. It is understood and expected that actual conditions during construction will require ongoing adjustments to the Erosion Control Plan (ECP) and ultimately the Storm Water Pollution Prevention Plan (SWPPP) for this project. B. Responsibility: The City of Iowa City, Iowa, and the Iowa DNR, through the NPDES and COSESCO permits, are the jurisdictional controls for this project. All persons performing with the plan as permitted, or by adjusting the plan to accommodate schedule and method changes. Persons performing work on site are required to log in to the plan, and log out when they have completed their activities. Changes to the plan are permitted, and various controls are shown in the ECP to allow flexibility of the plan without violating the permit. C. Plan Modifications: Changes to the ECP must be in compliance with the coxiditiQns of the prevailing permit. These changes, along with periodic inspection reports mandated J� time and rainfall events during construction are subject to inspection by the City of Iowa City and the IEPA/EPA. Failure to keep the appropriate records and failure to comply with the $ermit are reasons for enforcement action involving all parties. .,,yyyy MERCER PARK / CITY_PARK COURT IMPROVEMENTS EROSION AND SEDIMENT CONTROL 3125000 - 2 3.2 INSTALLATION A. Per Manufacturer's Instructions. 3.3 SCHEDULE A. Refer to the Erosion Control drawing for project details and schedule for seeding, silt filter fence locations, and temporary drainage provisions. B. Refer to plans for details on for utilities. C. All materials are to be installed in accordance with the manufacturer's guidelines. D. Temporary Seeding: 100 lbs per acre application and reseeded at 7-day intervals on bare areas regardless of weather conditions. 3.4 SUBMITTALS A. All seed material is to be certified as meeting the above criteria prior to incorporation in the project. B. Erosion Control items require product certification for their intended use. END OF SECTION 312500 1711 f „a.au Cis MERCER PARK / CITY PARK COURT IMPROVEMENTS EROSION AND SEDIMENT CONTROL 3125000 - 3 DIVISION 32 - EXTERIOR IMPROVEMENTS pq SECTION 321216 - ASPHALT PAVING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Hot -mix asphalt patching. 2. Hot -mix asphalt paving. B. Related Sections: 1. Division 31 Section "Earth Moving" for aggregate subbase and base courses and for aggregate pavement shoulders. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. Include technical data and tested physical and performance properties. 1. Job -Mix Designs: For each job mix proposed for the Work. 1.3 QUALITY ASSURANCE A. Manufacturer Qualifications: A paving -mix manufacturer registered with and approved by authorities having jurisdiction or the DOT of state in which Project is located. B. Regulatory Requirements: Comply with materials, workmanship, and other applicable requirements of IDOT for asphalt paving work. 1. Measurement and payment provisions and safety program submittals included in standard specifications do not apply to this Section. 1.4 PROJECT CONDITIONS A. Environmental Limitations: Do not apply asphalt materials if subgrade is wet or excessively damp, if rain is imminent or expected before time required for adequate cure, or if the following conditions are not met: 1. Tack Coat: Minimum surface temperature of 60 deg F. 2. Asphalt Base Course: Minimum surface temperature of 40 deg F and rising at time of placement. 3. Asphalt Surface Course: Minimum surface temperature of 60 deg F at time ofcement. MERCER PARK / CITY PARK COURT IMPROVEMENTS 177; 3;21216 ASPHALT PAVING :. "� PART 2-PRODUCTS 2.1 AGGREGATES A. Coarse Aggregate: ASTM D 692, sound; angular crushed stone, crushed gravel, or cured, crushed blast -furnace slag. B. Subbase Aggregate: 3" nominal diameter stone. C. Geotextile Fabric: See Division 32, Earth Moving D. Mineral Filler: ASTM D 242, rock or slag dust, hydraulic cement, or other inert material. 2.2 ASPHALT MATERIALS A. Asphalt Binder: IDOT binder class mixture 1. B. Tack Coat: ASTM D 977 or AASHTO M 140 emulsified asphalt, or cationic emulsified asphalt, slow setting, diluted in water, of suitable grade and consistency for application. 2.3 AUXILIARY MATERIALS A. Herbicide: Commercial chemical for weed control, registered by the EPA. Provide in granular, liquid, or wettable powder form. 2.4 MIXES A. Hoi-Mix Asphalt: Dense, hot -laid, hot -mix asphalt plant mixes approved by authorities having jurisdiction and complying with the following requirements: 1. Provide mixes with a history of satisfactory performance in geographical area where Project is located. 2. Base Course: AASHTO MP 1, Bituminous Concrete IDOT binder mixture class 1. 3. Surface Course: Class 1, Mixture C, modified to have 0 percent aggregate retained on a `'/z" sieve. PART 3 - EXECUTION � w 3.1 EXAMINATION ,... A. Proof -roll subgrade below pavements with heavy pneumatic -tired equipn ehr"to identify', pockets and areas of excess yielding. Do not proof -roll wet or saturated subgrades. r ff F B. Proceed with paving only after unsatisfactory conditions have been corrected. ZZ,ems rn MERCER PARK / CITY PARK COURT IMPROVEMENTS 321216 - 2 ASPHALT PAVING 3.2 PATCHING A. Hot -Mix Asphalt Pavement: Saw cut perimeter of patch and excavate existing pavement section to sound base. Excavate rectangular or trapezoidal patches, extending 12 inches into adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. Remove excavated material. Recompact existing unbound -aggregate base course to form new subgrade. B. Portland Cement Concrete Pavement: Break cracked slabs and roll as required to reseat concrete pieces firmly. 1. Remove disintegrated or badly cracked pavement. Excavate rectangular or trapezoidal patches, extending into adjacent sound pavement, unless otherwise indicated. Cut excavation faces vertically. Recompact existing unbound -aggregate base course to form new subgrade. C. Tack Coat: Apply uniformly to vertical surfaces abutting or projecting into new, hot -mix asphalt paving at a rate of 0.05 to 0.15 gal./sq. yd. 1. Allow tack coat to cure undisturbed before applying hot -mix asphalt paving. 2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove spillages and clean affected surfaces. D. Patching: Fill excavated pavements with hot -mix asphalt base mix for full thickness of patch and, while still hot, compact flush with adjacent surface. 3.3 SURFACE PREPARATION A. General: Immediately before placing asphalt materials, remove loose and deleterious material from substrate surfaces. Ensure that prepared subgrade is ready to receive paving. B. Herbicide Treatment: Apply herbicide according to manufacturer's recommended rates and written application instructions. Apply to dry, prepared subgrade or surface of compacted - aggregate base before applying paving materials. C. Tack Coat: Apply uniformly to surfaces of existing pavement at a rate of 0.05 to 0.15 gal./sq. yd. 1. Allow tack coat to cure, undisturbed before applying hot -mix asphalt paving. 2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove spillages and clean affected surfaces. 3.4 HOT -MIX ASPHALT PLACING A. Machine place hot -mix asphalt on prepared surface, spread uniformly, an&i1rike SZ dJZ Place asphalt mix by hand to areas inaccessible to equipment in a manner that prevents segationa,of mix. Place each course to required grade, cross section, and thickness when compacted= }' _ t 1 Spread mix at minimum temperature of 250 deg F. r 2. .Regulate paver machine speed to obtain smooth, continuous surfae� �i3`�e o ulls a i� tears in asphalt -paving mat. gib; MERCER PARK / CITY PARK COURT IMPROVEMENTS X 1216 - 3 ASPHALT PAVING B. Place paving in consecutive strips not less than 10 feet wide unless infill edge strips of a lesser width are required. C. Promptly correct surface irregularities in paving course behind paver. Use suitable hand tools to remove excess material forming high spots. Fill depressions with hot -mix asphalt to prevent segregation of mix; use suitable hand tools to smooth surface. 3.5 JOINTS A. Construct joints to ensure a continuous bond between adjoining paving sections. Construct joints free of depressions, with same texture and smoothness as other sections of hot -mix asphalt course. Clean contact surfaces and apply tack coat to joints. Offset longitudinal joints, in successive courses, a minimum of 6 inches. Offset transverse joints, in successive courses, a minimum of 24 inches. Construct transverse joints at each point where paver ends a day's work and resumes work at a subsequent time. Construct these joints using either "bulkhead" or "papered" method according to Al MS-22, for both "Ending a Lane" and "Resumption of Paving Operations." 3.6 JOINTS A. Construct joins to ensure a continuous bond between adjoining paving sections. Construct joints free of depressions, with same texture and smoothness as other sections of hot -mix asphalt courses. 3.7 COMPACTION A. General: Begin compaction as soon as placed hot -mix paving will bear roller weight without excessive displacement. Compact hot -mix paving with hot, hand tampers or with vibratory - plate compactors in areas inaccessible to rollers. 1. Complete compaction before mix temperature cools to 185 deg F. B. Breakdown Rolling: Complete breakdown or initial rolling immediately after rolling joints and outside edge. Examine surface immediately after breakdown rolling for indicated crown, grade, and smoothness. Correct laydown and rolling operations to comply with requirements. C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown rolling while hot -mix asphalt is still hot enough to achieve specified density. Continue rolling until hot -mix asphalt course has been uniformly compacted to the following density: 1. Average Density: 92 percent of reference maximum theoretical density ac*'Arding to ASTM D 2041, but not less than 90 percent nor greater than 96 percent.,,.- .- D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hop" aa4alt il' a warm. MERCER PARK / CITY PARK COURT IMPROVEMENTS �21216 "= 4 ASPHALT PAVING a) E. Edge Shaping: While surface is being compacted and finished, trim edges of pavement to proper alignment. Bevel edges while asphalt is still hot; compact thoroughly. F. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. G. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. 3.8 INSTALLATION TOLERANCES A. Pavement Thickness: Compact each course to produce the thickness indicated within the following tolerances: 1. Base Course: Plus or minus 1/2 inch. 2. Surface Course: Plus 1/4 inch, no minus. B. Pavement Surface Smoothness: Compact each course to produce a surface smoothness within the following tolerances as determined by using a 10-foot straightedge applied transversely or longitudinally to paved areas: 1. Base Course: 1/4 inch. 2. Surface Course: 1/8 inch. 3. Crowned Surfaces: Test with crowned template centered and at right angle to crown. Maximum allowable variance from template is 1/4 inch. 3.9 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified testing agency to perform tests and inspections. B. Replace and compact hot -mix asphalt where core tests were taken. C. Remove and replace or install additional hot -mix asphalt where test results or measurements indicate that it does not comply with specified requirements. 3.10 DISPOSAL A. Except for material indicated to be recycled, remove excavated materials from Project site and legally dispose of them in an EPA -approved landfill K END OF SECTION 321216 a MERCER PARK / CITY PARK COURT IMPROVEMENTS 321216 - 5 ASPHALT PAVING SECTION 321313 - CONCRETE PAVING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes exterior cement concrete pavement for the following: 1. Concrete Paving - Pedestrian 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Design Mixtures: For each concrete pavement mixture. C. Mockup: Provide 4'x4' mockup for each finish type to serve as the basis for all work, to be maintained on site until after construction. Mockup can be a part of the finished area. 1.3 QUALITY ASSURANCE A. Manufacturer Qualifications: Manufacturer of ready -mixed concrete products who complies with ASTM C 94/C 94M requirements for production facilities and equipment. B. ACI Publications: Comply with ACI301, "Specification for Structural Concrete," unless modified by requirements in the Contract Documents. C. Provide a 1 year warranty on materials and workmanship. PART 2-PRODUCTS 2.1 STEEL REINFORCEMENT A. Plain -Steel Welded Wire Reinforcement: ASTM A 185, fabricated from as -drawn steel wire into flat sheets. B. Plain Steel Wire: ASTM A 82, as drawn. C. Deformed -Steel Wire: ASTM A 496. D. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, a�fastening reinforcing bars, welded wire reinforcement, and dowels in place. Manu�a,'cture supports according to CRSI's "Manual of Standard Practice." - MERCER PARK / CITY PARK COURT IMPROVEMENTS ;? 21313 w.. CONCRETE PAVING 2.2 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source throughout the Project: 1. Portland Cement: ASTM C 150, Type I, II gray. a. Fly Ash: ASTM C 618, Class F. b. Ground Granulated Blast -Furnace Slag: ASTM C 989, Grade 100 or 120. A. Normal -Weight Aggregates: ASTM C 33, coarse aggregate, uniformly graded. Provide aggregates from a single source. B. Water: ASTM C 94/C 94M. C. Air -Entraining Admixture: ASTM C 260. D. Chemical Admixtures: ASTM C 494/C 494M, of type suitable for application, certified by manufacturer to be compatible with other admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material. 2.3 FIBER REINFORCEMENT (concrete paving — splash pad only) A. Synthetic Fiber: Monofilament or fibrillated polypropylene fibers engineered and designed for use in concrete pavement, complying with ASTM C 1116, Type III, I/2 to 1-1/2 inches long. Synthetic fiber is intended for use in the splash pad decorative concrete mix only. B. Synthetic Fiber: Uniformly disperse in concrete mix at manufacturer's recommended rate, but not less than 1.0 lb/cu. yd. Synthetic fiber is intended for use in decorative concrete only. 2.4 CURING MATERIALS A. Water: Potable. B. Evaporation Retarder: Waterborne, monomolecular film forming; manufactured for application to fresh concrete. C. Clear Waterborne Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. D. DO NOT use a curing compound on splash pad concrete paving. Seal concrete V$h a water - based silane / siloxane water repellent. Follow manufacturer's recommendations fo nng. r - m, 2.5 RELATED MATERIALS FrI A. Expansion- and Isolation -Joint -Filler Strips: /2" thick polypropylene foa)n, :tosed bell, expansion joint filler (NomaFlex or equal) B. Joint Sealant / Caulk: Sonneborn, Sonolastic TX 1 or approved equal. MERCER PARK / CITY PARK COURT IMPROVEMENTS 321313 - 2 CONCRETE PAVING C. Detectable Warning: Cast -In -Place E-Z-Set Tile, Polymer Detectable Warning Panels manufactured by Detectable Warning System Inc., (866) 999-7452, info(@detectable- warning com, or approved equal 1. Color: brick red 2. Install per manufacturer's recommendations. 3. Refer to drawings for locations. D. Welded Wire Fabric, 10-gauge, 6 x 6 - W1.4 x 1.4 for splash pad and vehicular concrete 2.6 CONCRETE MIXTURES A. Prepare design mixtures, proportioned according to ACI 301, with the following properties: 1. Compressive Strength (28 Days): 3500 psi. 2. Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45. 3. Slump Limit: 4 inches, plus or minus 1 inch. 4. Air Content: 5-1/2 percent plus or minus 1.5 percent. 2.7 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Furnish batch certificates for each batch discharged and used in the Work. PART 3 - EXECUTION 3.1 EDGE FORMS AND SCREED CONSTRUCTION A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides for pavement to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement. B. Clean forms after each use and coat with form -release agent to ensure separation from concrete without damage. 3.2 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. 3.3 JOINTS w A. General: Form construction, isolation, and contraction joints and tool edgirtks=true gline w faces perpendicular to surface plane of concrete. Construct transverse join af right angles,4e centerline, unless otherwise indicated.. g - r� t " 0 I� . •w.r.y 4i.+.hMq MERCER PARK / CITY PARK COURT IMPROVEMENTS 21313 - 3 CONCRETE PAVING B. Construction Joints: Set construction joints at side and end terminations of pavement and at locations where pavement operations are stopped for more than one-half hour unless pavement terminates at isolation joints. C. Isolation Joints: Form isolation joints of preformed joint -filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where indicated. D. Contraction Joints: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness to match jointing of existing adjacent concrete pavement. E. Edging: Tool edges of pavement, gutters, curbs, and joints in concrete after initial floating with an edging tool to a 1/4-inch radius. Repeat tooling of edges after applying surface finishes. Eliminate tool marks on concrete surfaces. 3.4 EMBEDMENTS A. Place expansion joint material with caulk around all items embedded in concrete. 3.5 CONCRETE PLACEMENT A. Moisten subbase to provide a uniform dampened condition at time concrete is placed. B. Comply with ACI 301 requirements for measuring, mixing, transporting, and placing concrete. C. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. D. Screed pavement surfaces with a straightedge and strike off. E. Commence initial floating using bull floats or darbies to impart an open texttfred andWiform surface plane before excess moisture or bleed water appears on the surface.,Do not -farther. .. disturb concrete surfaces before beginning finishing operations or spreading surfacetreawhents 3.6 FLOAT FINISHING 4 A A. General: Do not add water to concrete surfaces during finishing operations. B. Float Finish: Begin the second floating operation when bleed -water sheen has disappeared and concrete surface has stiffened sufficiently to permit operations. Float surface with power -driven floats, or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform granular texture. 1. Burlap Finish: Drag a seamless strip of damp burlap across float -finished concrete, perpendicular to line of traffic, to provide a uniform, gritty texture. 2. Medium -to -Fine -Textured Broom Finish: Draw a soft bristle broom across float -finished concrete surface perpendicular to line of traffic to provide a uniform, fine -line texture. MERCER PARK / CITY PARK COURT IMPROVEMENTS 321313 - 4 CONCRETE PAVING 3. Medium -to -Coarse -Textured Broom Finish: Provide a coarse finish by striating float - finished concrete surface 1/16 to 1/8 inch deep with a stiff -bristled broom, perpendicular to line of traffic. C. Concrete Finish: Medium Textured Broom Finish: Provide finish by straiting float -finished concrete surface 1/16 to 1/8 inch depth with a stiff -bristles broom, perpendicular to line of traffic. 3.7 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying" and excessive cold or hot temperatures. B. Comply with ACI 306.1 for cold -weather protection. C. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. D. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. E. Curing Methods: Cure concrete by curing and sealing compound. 3.8 PAVEMENT TOLERANCES A. Comply with tolerances of ACI 117 and as follows: 1. Elevation: 1/4 inch. r-a w 2. Thickness: Plus 3/8 inch, minus 1/4 inch.'-- 3. Surface: Gap below 10-foot-long, unleveled straightedge not to exceed 1/4 inch. 4. Joint Spacing: 3 inches."# 5. Contraction Joint Depth: Plus 1/4 inch, no minus. 6. Joint Width: Plus 1/8 inch, no minus. 3.9 REPAIRS AND PROTECTION A. Remove and replace concrete pavement that is broken, damaged, or defective or that does not comply with requirements in this Section. B. Protect concrete from damage. Exclude traffic from pavement for at least 14 days after placement. C. Maintain concrete pavement free of stains, discoloration, dirt, and other foreign material. Sweep concrete pavement not more than two days before date scheduled for Substantial Completion inspections. MERCER PARK / CITY PARK COURT IMPROVEMENTS 321313 - 5 CONCRETE PAVING END OF SECTION 321313 MERCER PARK / CITY PARK COURT IMPROVEMENTS CONCRETE PAVING r.., s..,, r— la-,p ; w� .s 321313 - 6 SECTION 321823.53 -SPORT COURT SURFACING PART 1 - GENERAL i� 1aSTMUL,,I VA A. Contractor shall provide all equipment and materials and do all work necessary to construct the sport courts including all pavement and color -coat surfacing. 1.2 SUBMITTALS A. Certificates: Submit copies of material's certificates signed by the material producer and the Contractor certifying that each item complies with or exceeds specified requirements. B. Shop Drawings: Submit stripping plan for Pickleball Court 1.3 QUALITY ASSURANCE A. Standards of Manufacture: Work shall be in accordance with the applicable sections of the State of Illinois, Department of Transportation, Standard Specifications for Road and Bridge Construction, current edition B. The contractor must be an authorized licensed installer who has completed at least 10Z9 Basketball court projects of similar magnitude and complexity. C� cz+ 4 _,a C_ C. Allowable Tolerances per Section 321216. PART 2 - PRODUCTS � —) ey 2.1 MATERIALS A. Aggregate Base Course, Bituminous Concrete Binder Course and Bituminous Concrete Surface Course per Section 321216 with the following exception: Bituminous Concrete Surface Course Shall Be Mixture N50, IL-4.75, Mix D. No recycled materials shall be permitted. B. Acrylic Surface Coating System: Asphalt Emulsion Resurfacer by Plush -Tex by Dalton Enterprises Inc., 131 Willow St., Chesire, CT, 203-272-3221, or approved equal. C. Decorative Coating: 2 coats sand -based DECO COLOR Multi -purpose acrylic latex coating 920-27 (colors as indicated on Drawings) by Deco Surfacing Systems, 150 Dascomb Road, Andover, MA, 800-332-6178, or approved equal. D. Striping Paint: White striping paint 920-22 by Deco.Surfacing Systems or approved equal. MERCER PARK / CITY PARK COURT IMPROVEMENTS SPORT COURT SURFACING 321823.53 - 1 E. Non -woven Geotextile Filter Fabric: Fabric shall be minimum weight of 5 ounces per square yard. PART 3 - EXECUTION 3.1 GENERAL A. Preparation of subgrade, construction of base course and bituminous concrete per Section 312000 and Section 321216. 3.2 PLACING GEOTEXTILE FABRIC A. After subgrade has been prepared, apply a non -woven geotextile fabric to total surface area in accordance to manufacturer's specifications. The fabric shall overlap the adjacent fabric panel a minimum of 2 inches. The transverse joints shall be made in such a manner to avoid pick up by the paver. The direction of paving shall be in the direction of fabric panel. 3.3 PLACEMENT OF NET POSTS A. After asphalt has cured one week, core holes for basketball goal footings into bituminous concrete pavement to a depth and diameter indicated in the drawings. Care should be taken to avoid damaging the pavement around the net post footings. Restore damaged pavement around the footings. B. Install basketball goals plumb per locations and heights indicated on the drawings. 3.4 PLACEMENT OF ASPHALT RESURFACER A. Allow bituminous concrete surface to cure for 2 weeks before asphalt resurfacer placement. Before asphalt resurfacer is applied, thoroughly wash asphalt surface to remove all Mess oils, dirt, and debris. Remove all broken raveling stones. Flood asphalt surface again to ermine,._,g minor depressions or "bird bath" areas which necessitate leveling with asp*i� surer. 't B. Apply Plush -Tex per manufacturer's rates and procedures to level minor depTpFsionHess than 1/8") on the sport court surface. Fill depressions with undiluted Plush -Tex and lstrike4f with i straight edge. Care should be taken to blend the outside edge of the area leveled into Wk. existing surface to avoid unsightly ridges or shadows. Apply a minimum of two coatSXf Plus Tex to sport court surface. However, do not exceed the maximum depth of the°Plush4,ex material recommended by the manufacturer. 3.5 PLACEMENT OF COLOR COATING A. Asphalt surface shall be well cured, clean, and free of dust, dirt and debris. Clean.with power vacuum, compressed air and/or water. Remove all raveling or broken asphalt, stones, and dirt. B. Measure and delineate colored court areas per drawings. MERCER PARK / CITY PARK COURT IMPROVEMENTS SPORT COURT SURFACING 321823.53 - 2 C. DECO COLOR multi -purpose (acrylic texture course) coating 920-27 (color -coated border and color -coated playing surface, with colors as indicated on Drawings) shall be prepared and used in accordance with the manufacturer's recommendations. D. Apply one coat of acrylic texture course per manufacturer'srates and procedures (see drawings for limits of colored court areas). After first coat has dried, apply second coat at a 90-degree angle to the first application per manufacturer's rates and procedures. E. Placement of Multi -purpose DECO COLOR Decorative Coating (acrylic finish course): After acrylic texture course has dried to a firm set, apply one coat of finish acrylic surface course per manufacturer's rates and procedures. Acrylic finish course shall include 2 parts multi -purpose decorative coating 920-27 and one part cool, clean soft water. 3.6 PLACEMENT OF STRIPING PAINT A. To well cured, clean, and dry sport court pavement surface, apply white striping paint per manufacturer's rates and procedures, per specifications and as indicated in the drawings. All dimensions indicated on the drawings are to the outside of the lines, except the center lines, which are equally divided between right and left service courts. B. All lines shall be straight, well defined with no bleeding. C. All lines shall be 2 inches in width. END OF DOCUMENT 321823.53 [ 71 MERCER PARK / CITY PARK COURT IMPROVEMENTS SPORT COURT SURFACING 321823.53 - 3 SECTION 323114 — CHAIN LINK FENCES AND GATES PART 1 - GENERAL 1.1 SECTION INCLUDES A. Galvanized chain link fence posts, fabric, gates, and accessories. 1.2 RELATED SECTIONS A. Section 321313 — Concrete Paving. B. Section 033000 — Cast -In -Place Concrete 1.3 SUBMITTALS A. Shop drawings: Show locations, components, materials, dimensions, sizes, weights, and finishes of components. Include plans, gate elevations, sections, details of post anchorage, attachment, bracing, and other required installation and operational clearances. B. Product data: Manufacturer's catalog cuts indicating material compliance and specified options. PART 2-PRODUCTS 2.1 MANUFACTURER A. Products from qualified manufacturers having a minimum of five years' experience manufacturing thermally fused chain link fencing will be acceptable by the architect as equal. If approved in writing, ten days prior to bidding, and if they meet the following specifications for design, size, gauge of metal parts and fabrication. B. Obtain chain link fences and gates, including accessories, fittings, fastenings, from a single source. C. Approved Manufacturers: 1. Master Halco / Anchor Fence, Orange, CA, (800) 229-5615 or approved equal 2. Merchants Metals ColorBond® System, Houston, TX 77032, (888) 2 ti-1600W approved equal K" r > i C. Supplier: Peerless Fence (800) 543-6511 or approved equal i 1p 2.2 CHAIN LINK FENCE FABRIC' MERCER PARK / CITY PARK COURT IMPROVEMENTS 323114 - 1 CHAIN LINK FENCE AND GATES A. General: Comply with ASTM A392, CLFMI CLF 2445, and requirements indicated below: B. Steel Chain Link Mesh: 1. Produced in one piece widths three (3) feet to twelve (12) feet 2. Mesh Size: 2 inches, typical 3. Gauge: 9-gauge core (0.148" diameter) C. Fabric Selvage: 1. Knuckled at both top and bottom selvages. 2.3 STEEL FENCE FRAMING A. Round Steel Pipe and Rail: 1. Schedule 40 standard weight pipe, in accordance with ASTM F1083, 1.8 oz/ft' (550 g/m2) hot -dipped galvanized zinc exterior and interior coating. 2. Minimum yield strength of 30,000 psi (205 MPa). 3. Sizes as indicated on the plans. 2.4 POLYMER COATED ACCESSORIES A. Chain link fence accessories: (ASTM F 626) Provide items required to complete fence system. Galvanize each ferrous metal item and finish to match framing. B. Post caps: Pressed steel, weathertight closure cap for tubular posts. For each line post provide tops to permit passage of top rail. C. Top rail and brace ends: Pressed steel per ASTM F626, for connection of rail and brace to terminal posts. D. Wire ties and clips: 10 gauge [0.135" (3.43 mm)] galvanized steel wire for attachment of fabric to line posts. Double wrap 13 gauge [0.092" (2.324 mm)] for rails and braces. Hog ring ties of 12-1/2 gauge [0.0985" (2.502 mm)] for attachment of fabric to tension wire. E. Brace and tension (stretcher bar) bands: Pressed steel. At square post provide tension bar clips. F. Tension (stretcher) bars: One-piece lengths equal to 2" (50 mm) less than full height of fabric with a minimum cross-section of 3/16" x 3/4" (4.76 mm x 19 nun) or equivalent fiberglass rod. Provide tension (stretcher) bars where chain link fabric meets terminal posts. H. Nuts and bolts are galvanized but not polyolefin coated. Cans of Polyolefin touch up paint are available to color coat nuts and bolts if desired. w� 2.5 SWING GATES; A. Gate Frames: Gates to be fabricated in accordance with ASTM F 900 usfn& gaf amzed,. el members 1.90" OD weighing 2.28 lb./ft, welded at all corners. Welded join coated emp g a zinc -rich paint. Gates over 8' high or 8' wide shall have horizontal of— ical membttas shown in drawings. __ - E5 _1 a MERCER PARK / CITY PARK COURT IMPROVEMENTS 323114 - 2 CHAIN LINK FENCE AND GATES B. Chain link fabric filler shall match that shown in the fence section. If the gate is free standing and there is no fence attached, any of the fabric from the fence sections may be used at the direction of the architect or property owner. Fabric to be attached to frame by means of tension on fabric bands at the external vertical members and attached by means of tie wires to all horizontal and any internal vertical members. These bands and ties to be a maximum of 15" centers. The fabric is attached to the bands using a fabric or tension bar. On gate leaves over 8' in width, a truss rod and turnbuckle shall be welded into the frame to allow for adjustment and prevent metal fatigue. C. All fittings to be galvanized. D. Hinges: Structurally capable of supporting gate and capable of swinging 180' in or out. E. Latch: Fulcrum type with provision for pad locking. F. Double gates: Provide drop bar to hold one leaf stationary. G. Keepers (hold backs) should be provided for any gate leaf 5' or greater. This should hold the gate in the open position. H. Gate Posts 3" OD / 5.79 lbs./ft I. Type B steel pipe produced in accordance with commercial standards. Minimum yield strength of 50,000 psi (344 MPa). Cold formed and welded per ASTM F 1043. Zinc overcoat, minimum 0.9oz/ft2 with a conversion coating and verifiable polymer film. 2.6 SETTING MATERIALS A. Concrete: Minimum 28-day compressive strength of 3,000 psi (20 MPa). w PART 3 - EXECUTION > C_ 3.1 EXAMINATION --r A. Verify areas to receive fencing are completed to final grades and elevations. B. Ensure property lines and legal boundaries of work are clearly established. '7 3.2 CHAIN LINK FENCE FRAMING INSTALLATION A. Install chain link fence in accordance with ASTM F 969 and manufacturer's instructions. B. Locate terminal post at each fence termination and change in horizontal or vertical direction of 30' or more. C. Space line posts uniformly at 8 feet (3040 mm) on center or as indicated. D. Concrete set posts: Drill holes in firm, undisturbed or compacted soil. Holes should have a diameter 4 times greater than outside of post, and depths approximately 6" (150 mm) deeper than post bottom. Excavate deeper as required for adequate support in soft and loose soils, and MERCER PARK / CITY PARK COURT IMPROVEMENTS 323114 - 3 CHAIN LINK FENCE AND GATES for posts with heavy lateral loads. Set post bottom 36" (900 mm) below surface when in firm, undisturbed soil. Place concrete around posts in a continuous pour. Trowel finish around post. Slope to direct water away from posts. E. Check each post for vertical and top alignment and maintain in position during placement and finishing operations. F. Bracing: Install horizontal pipe brace at mid -height for fences 6' (1830 mm) and over, on each side of terminal posts. Firmly attach with fittings. G. Top rail: Install lengths, 21' (6400 mm). Connect joints with sleeves for rigid connections during expansion/contraction. H. Center Rails: Install mid rails between posts with boulevard clamps. I. Bottom Rails: Install bottom rails between posts with boulevard clamps. 3.3 CHAIN LINK FABRIC INSTALLATION A. Fabric: Install fabric on security side and attach so that fabric remains in tension after pulling force is released. Leave approximately 1.5" (50 mm) between finish grade and bottom selvage. Attach fabric with wire ties to line posts at 15" (380 mm) on center and to rails, braces, and tension wire at 24" (600 mm) on center. B. Tension (stretcher) bars: Pull fabric taut; thread tension bar through fabric and attach to terminal posts with bands or clips spaced maximum of 15" (380 mm) on center. 3.5 ACCESSORIES A. Tie wires: Bend ends of wire to minimize hazard to persons and clothing. B. Fasteners: Install nuts on side of fence opposite fabric side for added security. 3.6 CLEANING A. Clean up debris and unused material and remove from the site. END OF SECTION 323113 r., i ..n "p a w� MERCER PARK / CITY PARK COURT IMPROVEMENTS 323114 - 4 CHAIN LINK FENCE AND GATES SECTION 32 7101 - CONSTRUCTED BIOSWALE PART 1 - DESCRIPTION 1.1 SECTION INCLUDES A. Bioswales consist of vegetated channels which contain conditioned planting soil beds and planting materials that are used to filter stormwater runoff by combining filtration and absorption. B. Work includes excavation and grading, installation of filtration, media and drainage materials and plantings. 1.2 RELATED SECTIONS A. Section 312301 Excavation and Backfill (Site) 1.3 REFERENCES A. USDA Natural Resources Conservation Service B. Iowa Department of Transportation Standard Specifications for Road and Bridge Construction 2015. 1.4 PROJECT CONDITIONS A. Construction of bioswales shall consist of furnishing necessary materials, preparing the swale side slope surfaces, excavating for and installing the swale bottom filter media zone which consists of engineered soil, geotextile fabric, perforated and non -perforated subdrains, gravel filter, and amended subgrade as shown in the contract documents. B. All bioswales shall be installed at the locations and to the grades and elevations shown in the contract documents. Mass excavation for the swale channel, furnishing and installation of the wood excelsior mat, seeding, fertilizing, and watering of the swale are included in this item. PART 2 - PRODUCTS 2.1 MATERIALS A:: Engineering filter fabric shall be placed as shown on the drawings and shall meet the requirements of the following table: CD �.., E i ., MERCER PARK / CITY PARK COURT IMPROVEMENTS CONSTRUCTED BIOSWALE �27101 -1 Minimum Average Mechanical Properties Test Method Unit Roll Value MD CD Grab Tensile Strength ASTM D4632 lbs (N) 120 (534) 120 (534) Grab Tensile Elongation ASTM D4632 % 50 50 Trapezoid Tear Strength ASTM D4533 lbs (N) 50 (223) 50 (223) CBR Puncture Strength ASTM D6241 lbs (N) 310 (1380) Apparent Opening Size U.S. Sieve (AOS)1 ASTM D4751 (mm) 70 (0.212) Permittivity ASTM D4491 sec-1 1.7 gal/min/ft2 Flow Rate ASTM D4491 (1/min/m2) 135 (5500) % strength UV Resistance (at 500 hours) ASTM D4355 retained 70 Acceptable manufacturers include Mirafi 140N. B. Stone Aggregate Subbase layer or gravel filter shall be porous backfill material having 35-40% porosity with a 1 to 2 inch top size diameter. Acceptable materials are Iowa DOT gradation 12 and Illinois DOT gradation CA 5 or 7. C. Pipe for subdrains shall be of the size and type shown in the contract documents. Pipe shall be PVC or HDPE material with a corrugated exterior and smooth interior, and shall have bell -spigot configuration connections. Elbows, fittings and other connectors shall be of the same manufacture and fit together to provide a uniform workmanlike system. D. Planting Soil Bed or engineered soils mix shall be a combination of sand, topsoil, and compost meeting the following requirements: 1. Medium sand, 50% to 60% of mixture. Sand shall be clean natural or washed sand with a top grain size of/4" and less than 6% passing the 200 screen. Concrete sand meeting ASTM C-33, Illinois DOT FA 1, Iowa Gradation No. 1 are acceptable sands. 2. Topsoils, 20% of mixture. Topsoils meeting Iowa or Illinois DOT definition are required. Soil for this purpose must be a loose, friable loam material capable of supporting growth, free of contaminants and having a low clay content. 3. Organics, 20% to 25% of mixture. Well aged, humic leaf compost from a city or commercial composting site. The combination of materials shall be well mixed prior to being placed in the bioswale. Mixing shall be performed by tilling. Pug mill, or other suitable means to provide a uniform loose planting medium. Final clay content shall be less than 5%. _ 25 E. Surface mulching: unless specified elsewhere after the surface has beijAapgand planting is completed the bioswale surface shall be mulched with a 4" 'iayer gTcoarse 1 1 shredded hardwood tree bark or suable woody material. F. Inlet and outlet structures or devices are as shown on the drawings. ,,- .rq 4m MERCER PARK / CITY PARK COURT IMPROVEMENTS CONSTRUCTED BIOSWALE -..a 327101 - 2 PART 3 - EXECUTION 3.1 EXAMINATION A. Verify gradients, limits, and general layout of Swale. B. Verify that discharge point has been established and provides outlet or overflow planned. 3.2 CONSTRUCTION A. Construction of bioswales shall be as shown in the contract documents. B. Contractor shall make all efforts to limit soil compaction of the surface soils (growth media) within the bioswale side slopes and bottom. C. Keep soil and aggregate layers from mixing during construction. D. Thoroughly blend growth media material, organic and sand to provide uniform growth media for plantings. E. Place and water plantings or seeding per the following schedule. 1. Thoroughly water seeding with initial planting and water when dry every 3-5 days for a 30 day period thereafter. 2. Water trees every 7 days when dry, 5 gallons per caliper inch diameter for 6 weeks during growing season. PART 4 — MATERIAL SCHEDULE 4.1 PLANT MATERIAL A. Grasses 1. Follow the planting schedule on Landscape Sheets. END OF SECTION 327101 MERCER PARK / CITY PARK COURT IMPROVEMENTS CONSTRUCTED BIOSWALE 327101 - 3 SECTION 329200 - TURF AND GRASSES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Turf Grass Seeding 1.2 DEFINITIONS A. Finish Grade: Elevation of finished surface of planting soil. B. Manufactured Soil: Soil produced off -site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. D. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill immediately beneath planting soil. E. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic matter and soil organisms. 1.3 SUBMITTALS c_ A. Product Data: For each type of product indicated. B. Certification of grass seed. 1. Certification of each seed mixture for turf grass sod. C. Product certificates.. D. Planting Schedule: Indicating anticipated planting dates for each type of planting. 1.4 QUALITY ASSURANCE A. Installer's Qualifications: A qualified landscape installer whose work has resulted in successful lawn establishment. 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when planting is in progress. MERCER PARK / CITY PARK COURT IMPROVEMENTS 329200 - 1 TURF AND GRASSES B. Soil -Testing Laboratory Qualifications: An independent laboratory, recognized by the State Department of Agriculture, with the experience and capability to conduct the testing indicated and that specializes in types of test to be performed. 1. Topsoil Analysis: As indicated in Division 32 "Exterior Plants" 1.5 SCHEDULING A. A. Planting Restrictions: Plant during one of the following periods. Coordinate planting periods with maintenance periods to provide required maintenance from date of Substantial Completion. 1. Spring Planting: April 15 — June 15 2. Fall Planting: August 15-October 15 B. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. 1.6 LAWN MAINTENANCE A. Begin maintenance immediately after each area is planted and continue until acceptable lawn is established, but for not less than the following periods: 1. Seeded Lawns: 60 days from date of Substantial Completion. PART 2-PRODUCTS 2.1 SEED A. Grass Seed: Fresh, clean, dry, new -crop seed complying with AOSA's "Journal of Seed Technology; Rules for Testing Seeds" for purity and germination tolerances. B. Seed Species: State -certified seed of grass species, as follows: 1. Turf Grass Seed a. Premium Mix: available from National Seed, (630) 963-8787 1) 30% Diva Kentucky Bluegrass 2) 25% Rockstar Kentucky Bluegrass 3) 25% Arc Kentucky Bluegrass 4) 10% Palmer III 5) 10% Double Time b. Premium Mix: available from National Seed, (630) 963-8787 1) 30% Diva Kentucky Bluegrass 2) 20% Rockstar Kentucky Bluegrass 3) 20% Arc Kentucky Bluegrass 4) 15% Pennant H2O Perennial Ryegrass 5) 15% Double Time GLS Perennial Ryegrass w C_.. -J -v MERCER PARK / CITY PARK COURT IMPROVEMENTS 329200 - 2 TURF AND GRASSES c. Clesen Premium Mix: available as through Arthur Clesen, Inc., (847) 537-2177 1) 30% Zinfandel or Sonoma Kentucky Bluegrass 2) 25% Champagne Kentucky Bluegrass .3) 25% Bordeaux Kentucky Bluegrass 4) 10% Secretariat II Perennial Ryegrass 5) 10% Exacta II Perennial Ryegrass 2.2 SEED / PERFORMANCE CRITERIA A. Mixes shall meet the following criteria, according to the National Turfgrass Evaluation Program 1. Sun/Shade: Sun 2. Traffic: Medium traffic 3. Water: None after establishment 4. Maintenance: Low Level of Care 5. Overall quality: >5.0 (NTEP) 6. Density: 5.0-9 (dense) 7. Greenup: 5.0-9 (early greenup) 8. Texture: 5.0-9 (fine) 9. Color: 5.0-9 (Dark green) 10. Disease resistance: 5.0-9 (High resistance) 11. Establishment Vigor: 5.0-9 (Vigorous) 2.3 TOPSOIL A. As defined in Division 32 "Exterior Plants" 2.4 INORGANIC SOIL AMENDMENTSk A. As defined in Division 32 "Exterior Plants".► 2.5 ORGANIC SOIL AMENDMENTS A. As defined in Division 32 "Exterior Plants" 2.6 HERBICIDES A. Starter Herbicide: Tenacity Herbicide manufactured by Syngenta, 866.796.4368 or approved equal. Only use after approval by Owner. B. Selective herbicides: EPA registered and approved, of type recommended by manufacturer for application. MERCER PARK / CITY PARK COURT IMPROVEMENTS 329200 - 3 TURF AND GRASSES 2.7 FERTILIZER A. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 20 percent available phosphoric acid. B. Starter Fertilizer: Coarse grade "endoROOTS" granular, 3-3-4 fertilizer as manufactured by Roots, Inc., 800.354.6173 or approved equal. C. Growth Fertilizer: Commercial -grade complete fertilizer of neutral character, consisting of fast - and slow -release nitrogen, 50 percent derived from natural organic sources of urea formaldehyde, phosphorous, and potassium in the following composition: 1. Composition: Country Club 17-0-017 granular fertilizer as manufactured by Lebanon Turf Products or approved equal. D. Maintenance Fertilizer: Granular or pelleted Commercial -grade complete fertilizer of neutral character consisting of fast- and slow -release nitrogen consisting of 50 percent water -insoluble nitrogen, phosphorus, and potassium in the following composition: 1. Composition: Roots of Fine Turf Food, 15-3-8 as manufactured by Roots Inc., 800.342.6173 or approved equal. 2.8 EROSION CONTROL BLANKET A. Erosion control blanket shall be Item DS75 straw single net blanket as manufactured by North American Green and available through Exo-Tex 847.882.4595 or approved equal. 19 PLANTING SOIL MIX A. Planting Soil Mix: Topsoil mixed with the following soil amendments and fertilizers in the following quantities: I Ratio of Soil Conditioner to Topsoil by Volume: 1:4 J 2. Weight of Commercial Fertilizer per 1000 Sq. Ft.: 5 pounds — C_ 3. Weight of Slow -Release Fertilizer per 1000 Sq. Ft.: 5 pounds r" PART 3 - EXECUTION"* 3.1 LAWN PREPARATION ^� a A. Limit Lawn subgrade preparation to areas to be planted. B. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 6 inches. Remove stones larger than 1 inch in any dimension and sticks, vegetation, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. 1. Apply superphosphate fertilizer directly to subgrade before loosening. MERCER PARK / CITY PARK COURT IMPROVEMENTS 329200 - 4 TURF AND GRASSES 2. Spread planting soil mix to a minimum depth of 6 inches but not less than required to meet finish grades after light rolling and natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet. C. Unchanged Subgrades: If lawns are to be planted in areas unaltered or undisturbed by excavating, grading, or surface -soil stripping operations, prepare surface soil as follows: 1. Remove existing grass, vegetation, and turf. Do not mix into surface soil. 2. Loosen surface soil to a depth of at least 6 inches. Apply soil amendments and fertilizers according to planting soil mix proportions and mix thoroughly into top 6 inches of soil. Till.soil to a homogeneous mixture of fine texture. a. Apply superphosphate fertilizer directly to surface soil before loosening. 3. Remove stones larger than 1 inch in any dimension and -`sticks, roots, trash, and other extraneous matter. 4. Legally dispose of waste material, including grass, vegetation, and turf, off Owner's property. D. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly fine texture. Grade to within plus or minus 1/2 inch of finish elevation. Roll and rake, remove ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be planted in the immediate future. E. Apply Starter Herbicide prior to seeding at a rate of 5-8 fl oz. per acre, wait for peril indicated by manufacturer's recommendations before seeding. IF APPROVED BY PR&ECT TEAM. r ; C= ... F. Apply Starter Fertilizer at 10 lbs / 1000 sf. Work into soil to 1 inch depth. ` G. Moisten prepared lawn areas before planting if soil is dry. Water thoroughl�,crd allow surftm to dry before planting. Do not create muddy soil. -'— R) H. Before planting, restore areas if eroded or otherwise disturbed after finish grading. 3.2 SEEDING A. Do not broadcast or drop seed when wind velocity exceeds 5 mph. Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. B. Sow seed at a total rate of 10 lb / 1000 sf. C. Rake seed lightly into top 1/8 inch of soil, roll lightly, and water with fine spray. D. Protect seeded areas with slopes not exceeding 4:1 by spreading straw mulch. Spread uniformly at a minimum rate of 2 tons/acre to form a continuous blanket 1-1/2 inches in loose depth over seeded areas. Spread by hand, blower, or other suitable equipment. Anchor straw mulch by crimping into soil with suitable mechanical equipment. MERCER PARK / CITY PARK COURT IMPROVEMENTS 329200 - 5 TURF AND GRASSES E. Protect seeded areas from hot, dry weather or drying winds by applying peat mulch or topsoil within 24 hours after completing seeding operations. Soak areas, scatter mulch uniformly to a depth of 3/16 inch, and roll surface smooth. 3.3 LAWN MAINTENANCE A. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a uniformly smooth lawn. Provide materials and installation the same as those used in the original installation. B. Watering: Provide and maintain temporary piping, hoses, and lawn -watering equipment to convey water from sources and to keep lawn uniformly moist to a depth of 4 inches. 1. Schedule watering to prevent wilting, puddling, erosion, and displacement of seed or mulch. Lay out temporary watering system to avoid walking over muddy or newly planted areas. 2. Water lawn at a minimum rate of 1 inch per week. C. Mow lawn as soon as top growth is tall enough to cut. Repeat mowing to maintain specified height without cutting more than 40 percent of grass height. Remove no more than 40 percent of grass -leaf growth in initial or subsequent mowings. Do not delay mowing until grass blades bend over and become matted. Do not mow when grass is wet. Schedule initial and subsequent mowings to maintain the following grass height: 1. Mow grass 1-1/2 to 2 inches high. w -; C_ D. Lawn Postfertilization: Apply fertilizer after initial mowing and when grass 1. Use fertilizer that will provide actual nitrogen of at least 5 lb/ s . ft.Yt p g q ' o dawn area. CD - 3 N a 3.4 SATISFACTORY LAWNS o A. Satisfactory Seeded Lawn: At end of maintenance period, a healthy, uniform,, close stand of grass has been established, free of weeds and surface irregularities, with coverage exceeding 90 percent over any 10 sq. ft. and bare spots not exceeding 5 by 5 inches. B. Use specified materials to reestablish lawns that do not comply with requirements and continue maintenance until lawns are satisfactory. 3.5 CLEANUP AND PROTECTION A. Promptly remove soil and debris created by lawn work from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. B. Erect barricades and warning signs as required to protect newly planted areas from traffic. Maintain barricades throughout maintenance period and remove after lawn is established. MERCER PARK / CITY PARK COURT IMPROVEMENTS 329200 - 6 TURF AND GRASSES END OF SECTION 329200 MERCER PARK / CITY PARK COURT IMPROVEMENTS TURF AND GRASSES ry r 329200 - 7 SECTION 334616 — SUB -DRAINAGE PIPING PART 1 GENERAL 1.1 SECTION INCLUDES A. Provide all materials and labor necessary to furnish and install new flat -panel profile sub - drainage piping system and accessories as indicated on the drawings or in this Section. B. Provide sub -drain below porous asphalt pavement. C. Provide connection or interface points with the main or collector storm sewer. 1.2 REFERENCES A. Iowa Department of Transportation (IDOT): Standard Specifications for Highway and Bridge Construction, Latest Series. B. Trench bedding and backfill for drainage pipe, see Section 3123 01 — Excavation and Backfill (Site). 1.3 RELATED SECTIONS A. Section 312301 — Excavation and Backfill (Site) w B. Section 312500 — Erosion and Sediment Control -~ � € C. Section 321313 — Concrete Pavement l `C? 1.4 SUBMITTALS A. Submit specification sheet for pipe materials and any special pipe fittings and collectors. B. Submit material certification with aggregate gradation and source. PART2 PRODUCTS 2.1 SUBDRAIN SYSTEM A. Subdrain system is comprised of nominal 1" by 12" specified perforated pipe. Pipe material shall be the following or equal material. 1. Perforated, corrugated, high density polyethylene pipe with a filter fabric wrapped exterior. 2. Filter Fabric wrap shall be 100 lbs Grab Tensile (ASTM D4632) and an AOS of 60 to 70. 3. ADS AdvantEdge, MultiFlow 12 inch wide products are approved products. 2.2 BACKFILL MERCER PARK / CITY PARK COURT IMPROVEMENTS SUB -DRAINAGE PIPING 334616 - 1 A. Bedding Materials: Envelop bedding shall be Iowa DOT gradation 12 crushed limestone. Provide bedding beneath subdrain installation per typical section details. Subdrain pipe is not to be directly backfilled with soil. B. Backfill Materials: See details and Section 3123 00 Excavation and Backfill for Storage Aggregate and Storage Aggregate filter layer requirements. PART 3 EXECUTION 3.1 EXCAVATION A. General excavation is limited to providing a smooth continuous flow line for the pipe by laying it out in a uniform slope and placing aggregate along the length to stabilize the alignment. Excavate trench at connection points as needed. Trench bottom shall provide a smooth, firm, stable, and obstruction free foundation for the entire length of the pipe. Remove unsuitable materials from the trench, when deemed necessary by the Architect, and provide, furnish and install bedding material of an approved aggregate for proper bedding and support. C. Utility Trench Backfill for pipe placed under pavement: Place and compact material from the bottom of the pipe to the bottom of the proposed sub -grade of the finished pavement's aggregate base according to the appropriate paving specification. D. Surface stabilization, in accordance to the site ECP, shall be constructed once the installation has been completed. 3.2 GENERAL A. Install drain pipe beginning at the discharge point of the pipe run. B. Pipe installation and storm water inlets must be protected from infiltration of mud, silt and debris in accordance with the site Erosion Control Plan (ERC). �5 w C. Install pipe in proper alignment and continuous grade. __E2�--, D. Install any fittings in accordance with manufacturer's recommendations. E. Clean interior of pipe prior to installation and clean when complete to remove `miscelleou debris. a F. Contractor shall remove and reinstall, at his expense, any piping and / or backfill notqpeeting the Architect's approval due to any of the following: 1. Poor alignment. 2. Failure of testing requirements. 3. Improper backfill procedures. 4. Pipe material defects. G. Contractor shall place piping in accordance with all federal, state and local requirements. MERCER PARK / CITY PARK COURT IMPROVEMENTS SUB -DRAINAGE PIPING 334616 - 2 H. Contractor shall provide and maintain the temporary surface over storm sewer trenches until such time final restoration or project construction is complete and ready for use in accordance with Section 3123 00 Excavation. I. Contractor shall install any required manholes, inlets and castings to the elevations shown on the Site Grading Plan. Fill areas or Cut and Fill areas shall be compacted and tested at the direction of the Engineer prior to the installation of structures and pipe. J. Restoration of surfaces: per Section 3125 00 — Erosion and Sediment Control. 3.3 SCHEDULE A. The following locations require perforated flat profile pipe. 1. Porous surface areas as shown on plans. END OF SECTION 334616 Yc✓ W �✓ ` C y --t C") J :<rMc p /•M �J MERCER PARK / CITY PARK COURT IMPROVEMENTS SUB -DRAINAGE PIPING 334616 - 3 March 13, 2023 Hitchcock Design Group 22 E. Chicago Avenue, Suite 200A Naperville, IL 60540 Attn: Mr. Eric Hornig, AIA P: 309.743.2705 E: ehorniq@hitchcockdesignaroup.com Re: Iowa City Tennis Courts — Pavement Coring Results Mercer Park & City Parks Iowa City, Iowa IMEG Project No. 22009024.00 Mr. Hornig: ry On March 7, 2023 technical representatives of IMEG visited the project on the dates provided below for the purpose of pavement coring and testing the subgrade soils. The following are results of our observations. Results A dynamic cone penetrometer (DCP) was used to estimate the relative density foundation soils. Small diameter holes were hand-augered below the excavation bases in order to expose soils for observation and testing. A 3.25-inch diameter manual hand - auger equipped with bucket sampler and 3-foot extensions was used to observe and document the underlying soil conditions. At levels of interest, dynamic cone penetration testing (DCPT)was performed. The DCPT tests described by ASTM Special Technical Publication 399 were used. During the tests, 15-pound controlled hammer blows fall a distance of 20-inches along a guide rod by gravity and drive a 1-1/2-inch diameter cone -tipped rod a given distance, or increment, of 1-3/4 inches. A count of the blows is made and recorded. The count is an indication of the soil strength or relative density and correlates to the split spoon blow counts (N- values). Following are the results for those footing excavations that were open at the time of our visit(s): 623 26th Avenue, Rock Island, IL 61201 >309.788.0673 >Fax:309.786.5967 >imegcorp.com Iowa City Tennis Courts March 13, 2023 Figure 1. Mercer Park Core Locations Figure 2. Mercer Park Asphalt Cores IMEG No. 22009024.00 Page 2 of 6 e C= N) Iowa City Tennis Courts March 13, 2023 IMEG No. 22009024.00 Page 3 of 6 Table A. Mercer Park Results Test Depth DCP Unconfined No. Location Soil Description (feet) (bpi) Compressive Stren th (sf) 8.0-inch HMA Surface over 6.5-inch 1.5 6 1800 Aggregate Base 2.0 6 1800 Tennis Dark Brown Lean Clay to 0.5 Feet 2.5 5 1500 C-1 Courts- Dark Gray Silty Clay to 1.0 Foot 3.G 5 1500 North Side Red -Brown Lean Clay trace Sand to 5 3.5 7 2100 Feet 4.0 6 1800 4.5 6 1800 5.0 5 1500 9.0-inch HMA Surface over 6.0-inch 1.5 5 1500 Aggregate Base 2.0 7 2100 Tennis Light Brown to Brown Silty Clay to 0.5 2.5 7 2100 C-2 Courts- Feet 3.0 9 2700 West Side Red -Brown Lean Clay trace Sand to 5 3.5 7 2100 Feet 4.0 7 2100 4.5 6 1800 5.0 6 1800 7.5-inch HMA Surface over 6.0-inch 1.5 12 3600 Aggregate Base 2.0 12 3600 Blue Gray to Dark Brown Silty Clay to 0.5 Tennis Feet 2.5 9 2700 C-3 Courts - Dark Brown Silty Clay Trace Sand to 1 3.0 6 1800 East Side Foot 3.5 6 1800 Light Brown to Brown Lean Clay to 5 4.0 7 2100 Feet 4.5 6 1800 5.0 6 1800 8.0-inch HMA Surface over 8.0-inch 1.5 6 1800 Aggregate Base 2.0 7 2100 Tennis Red -Brown Lean Clay to 0.5 Feet 2.5 8 2400 C-4 Courts - Blue -Gray Lean to Fat Clay to 1 Foot 3.0 7 2100 South Side Light Brown to Brown Lean Clay to 5 3.5 6 1800 4.0 7 2100 Feet 4.5 7 2100 5.0 6 18.00 r-- ` PO 0 N Iowa City Tennis Courts March 13, 2023 IMEG No. 22009024.00 Page 4 of 6 Table A. Mercer Park Results (continued...) Test Depth DCP Unconfined No. Location Soil Description (feet) (bpi) Compressive Stren th ( sf) C-5 Pickleball Courts- 8.0-inch HMA Surface over 40+-inch Auger Refusal Within Crushed West Side Aggregate Base Stone 1.0 12 3600 9.25-inch HMA Surface over 6.25-inch 1.5 9 2700 Aggregate Base 2.0 10 3000 Pickleball Blue -Gray Silty Clay to 0.5 Feet 2.5 6 1800 C-6 Courts— Dark Gray to Brown Silty Clay to 1.5 Feet 3.0 7 21 00 2100 East Side Red -Brown Silty Clay to 2 Feet 3.5 6 Light Brown Silty Clay to 5 Feet 4. 0 7 00 212100 4. 6 5.0 6 1800 i 15 C=) r ) Figure 3. City Park Core Locations ZIA, nut, KI-M " w Rw FA '1W Mon. Iowa City Tennis Courts March 13, 2023 Ending Remarks IMEG No. 22009024.00 Page 6 of 6 Mercer Park Tennis courts have a 7.5 to 9.0-inch HMA layer over 6.5 to 8.0-inches of aggregate. Subgrade soils consists of medium stiff to stiff lean and silty clay. City Park Tennis Courts have a 5,75 to 8.75-inch HMA layer over 6.5-inch aggregate base. The results represent soil conditions to depths evaluated and at locations within the excavations; conditions below these depths and outside of the test locations area are not addressed by this report. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No other warranty is expressed or implied. Respectfully Submitted, IMEG, Corporation Nathaniel Lawson Civil Designer III P: 309.948.1775 E: Nathaniel .J.Lawvson@imegcor .com _ h«J y.� C� CV F A 22 East Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigng roup.com Mercer Park 1317 Dover Street, Iowa City, IA, 52240 City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 Construction June 30, 2023 Project Team Landscape Architect Hitchcock Design Group 22 East Chicago Avenue, Suite 200A Naperville, Illinois 60540 T 630.961.1787 License Number: 00663 Expiration Date: 06.01.2023 Civil Engineer IMEG Corporation 1717 State Street, Suite 201 Bettendorf, IA 52722 T 563.344.0260 License Number: Expiration Date: Electrical Engineer IMEG Corporation 1717 State Street, Suite 201 Bettendorf, IA 52722 T 563.344.0260 License Number: Expiration Date: Documents Sheets: L-series q. I IS 2 Sheets C-series Sheets E-series City Park 200 Park Road, Iowa City, IA, 52246 General Notes 1. Basemap information for Mercer Park obtained from topographic survey prepared by IMEG Corporation received February 3, 2023, 2. Verify site conditions and information on drawings. Promptly report any concealed conditions, mistakes, discrepancies or deviations from the information shown in the Contract Documents. The Owner is not responsible for unauthorized changes or extra work required to correct unreported discrepancies. 3. Secure and pay for permits, fees and inspections necessary for the proper execution of this work. Comply with codes applicable to this work. 4. Refer to specifications for additional conditions, standards and notes. 5. The plans and specifications are intended to be completed entirely by the contractor. Unless clearly identified as "By Owner," all work contained within is the responsibility of the general contractor. mm Mercer Park Location Map f,J NORTH Muscatine Avenue D Bradford or w y a - Project Location T� General Notes 1. Basemap information for City Park obtained from topographic survey prepared by IMEG Corporation received March 29, 2021 2. Verify site conditions and information on drawings. Promptly report any concealed conditions, mistakes, discrepancies or deviations from the information shown in the Contract Documents. The Owner is not responsible for unauthorized changes or extra work required to correct unreported discrepancies. 3. Secure and pay for permits, fees and inspections necessary for the proper execution of this work. Comply with codes applicable to this work. 4. Refer to specifications for additional conditions, standards and notes. 5. The plans and specifications are intended to be completed entirely by the contractor. Unless clearly identified as By Owner," all work contained within is the responsibility of the general contractor. City Park Location Map o NORTH Foster Rd Taft Speedway z 9 0 c Q � c C Park Rd. ( Project Location ' , s 101NAM r 0 NI ��SM 1-800-292-8989 .vww.iowoonecall.cz Y Nr'1 Z o d w N th 0 0 LLI 0 � ag u Z i0 0 N C �:J h.J C W rn Sheet Index G1.0 Project Plan Items G1.1 Project Plan Items Mercer Park L-Series 1-1.0 Existing Conditions Plan L2.0 Site Preparation and Removals Plan L3.0 Layout and Materials Plan L3.1 Layout and Materials Plan L4.0 Planting Plan C-Series C100 Civil Notes and Legend C200 Site and Utility Plan C300 Overall Grading and Erosion and Control Plan C301 Detailed Grading Plan 1 C400 Civil Details E-Series E000 Electrical Coversheet E101 Site Demolition Plan - Electrical E201 Site Plan - Electrical City Park L-Series L5.0 Existing Conditions Plan L6.0 Site Preparation and Removals Plan L7.0 Layout and Materials Plan L8.0 Planting Plan C-Series C100 Civil Notes and Legend C200 Site Layout and Paving Plan C300 Grading Plan C400 Civil Details Shared Details 1-9.0-1-9.2 Details 22 East Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com Mercer Park / 1317 Dover Street, Iowa City, IA, 52240 City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 Construction Documents June 30, 2023 Project Team Landscape Architect Sheets: L-sedes Hitchcock Design Group ..,, ��,�ANDSOgp�!,, 22 East Chicago Avenue, Suite 200A ��'' Naperville, Illinois 60540 '•;4P�,"� T 630.961.1787 c Diem ? *'•, ' *: License Number: 00663 %sr' •• ' �P; Expiration Date: 06.01.2023 Civil Engineer Sheets C-series IMEG Corporation 1717 State Street, Suite 201 Bettendorf, IA 52722 T 563.344.0260 License Number: Expiration Date: Electrical Engineer Sheets E-series IMEG Corporatio 1717 State Street, S ' 201 BettendoA,IA 527 T 563.344.02 Pine Number: Expiration Date: City Park 200 Park Road, Iowa City, IA, 52246 General Notes 1. Basemap information for Mercer Park obtained from topographic survey prepared by IMEG Corporation received February 3, 2023. 2. Verify site conditions and information on drawings. Promptly report any concealed conditions, mistakes, discrepancies or deviations from the information shown in the Contract Documents. The Owner is not responsible for unauthorized changes or extra work required to correct unreported discrepancies. 3. Secure and pay for permits, fees and inspections necessary for the proper execution of this work. Comply with codes applicable to this work. 4. Refer to specifications for additional conditions, standards and notes. 5. The plans and specifications are intended to be completed entirely by the contractor. Unless clearly identified as "By Owner,' all work contained within is the responsibility of the general contractor. Mercer Park Location Map 0 NORTH Muscatine Avenue D .`m Bradford Dr. - _ Pla-xc I=ivaess � 8 ti � n -- project Location �I A. �1 rry � Fx exf�roccry Q General Notes 1. Basemap information for City Park obtained from topographic survey prepared by IMEG Corporation received March 29, 2023. 2. Verify site conditions and information on drawings. Promptly report any concealed conditions, mistakes, discrepancies or deviations from the information shown in the Contract Documents. The Owner is not responsible for unauthorized changes or extra work required to correct unreported discrepancies. 3. Secure and pay for permits, fees and inspections necessary for the proper execution of this work. Comply with codes applicable to this work. 4. Refer to specifications for additional conditions, standards and notes. 5. The plans and specifications are intended to be completed entirely by the contractor. Unless clearly identified as "By Owner,' all work contained within is the responsibility of the general contractor. City Park Location Map 0 NORTH 0 Foster Rd. Taft speedway Z 0 r o �\ a ' ♦ N ..,. Red(Rd. G t 4f Lo(ation r . i • 01011WAM� ONE sm 1-800-292-8989 www.iowoonecall.com - �- Y N M Z O aWr � o m U U Z Y O � a2 WN MZ 0 U Sheet Index G1.0 Project Plan Items G1.1 Project Plan Items Mercer Park L-Series 1-1.0 Existing Conditions Plan L2.0 Site Preparation and Removals Plan L3.0 Layout and Materials Plan L3.1 Layout and Materials Plan L4.0 Planting Plan C-Series C1.0 Civil Notes and Legend C2.0 Site and Utility Plan C3.0 Overall Grading and Erosion and Control Plan C3.1 Detailed Grading Plan 1 C4.0 Civil Details E-Series E0.0 Electrical Coversheet E1.0 Site Demolition Plan - Electrical E2.0 Site Plan - Electrical City Park L-Series L5.0 Existing Conditions Plan L6.0 Site Preparation and Removals Plan L7.0 Layout and Materials Plan L8.0 Planting Plan C-Series C5.0 Civil Notes and Legend C6.0 Site Layout and Paving Plan C7.0 Grading Plan C8.0 Civil Details Shared Details 1-9.0-1-9.2 Details Mercer Park - Plan Project Items Item # I Item Description Reference I Item Code QTY Unit I Incidental or Included Items Section 4040 - Subdrains and Footing Drains Trench excavation, furnishing and placing bedding and backfill material, engineering fabric (when specified), i Subdrain, Solid Wall PVC, 8" 4040, 108 4040-108-A-0 359 LF connectors, and elbows and tees. The length of elbows and A tees of the pipes installed will be included in the length of pipe measured. 2 Subdrain Clermont, Type A- 1, 8" 4040. 1.08, 4040_108-C-1 4 EA Cleanout casting, cover, concrete base, and connection C,1 fittings Section 6010 - Structures for Sanitary and Storm Sewers Excavation, famishing and installing pipe, furnishing, placing, and compacting bedding and backfill material, 3 Intake, SW512, 8"-30" 6010, 1.08, 6010-108-B-0 4 EA base, structural concrete, reinforcing steel, precast units (if B used), concrete fillets, pipe connections, castings; and adjustment rings. 6010, 1.08, Coring or cutting into the existing manhole or intake, pipe 4 Connection to Existing Manhole G, I 6010-108-G-1 1 EA connections, grout, and waterstop (when required). Section 7010 - Portland Cement Concrete Pavement Final trimming of subgrade or subbase, integral curb, bars and reinforcement, joints and sealing, surface curing and 5 Pavement, PCC, 5" 7010, 1.08, 7010-108-A-0 40 SY pavement protection, safety fencing, concrete for rigid A headers, boxouts for fixtures, and pavement smoothness testing. Section 7020 - Asphalt Pavement 6 Pavement, Asphalt, 3" Surface Course, 7020, 1.08, 7020-108-B-0 292 SY Asphalt mix with asphalt binder, tack coats between layers, g" Baseg construction zone protection, and quality control. Section 7021- Asphalt Overlays 7 Asphalt Overlay, 2" Surface Course 7021, 1.08, g 7021-108-B-0 3947 SY Asphalt mix with asphalt binder, tack coat construction zone protection, and quality control. Section 7040 - Pavement Rehabilitation 8 Pavement Removal 7040, 1.08, 1j 7040-108-11-0 4065 SY Sawing, breaking, removing, and disposing of existing pavement and reinforcing steel. Section 9010 - Seeding Removal of rock and other debris from the area; repairing rills and washes; preparing the seedbed; furnishing and "Hydraulic Seeding, Seeding, Fertilizing, 9010, 1.08, placing seed, including any treatment required; famishing 9 and Mulching, B 9010-108-B-0 0.28 AC and placing fertilizer and mulch; and furnishing water and Type 2„ other care during the care period, unless these items are bid separately. Section 9040 - Erosion and Sediment Control 10 Silt Fence �0, 1.08, 9040-108-N-1 1060 LF Subgrade stabilization fabric. Section 9060 - Fence Posts, fabric, rails, braces, truss rods, ties, tension wire, 11 Chainlink Fence, Pickleball/Tennis, 8' 9060, 1.08, 9060-108-A-0 84 LF tension bands, tension bars, grounds, fittings, PVC coating Ht. A (if specified in the contract documents), excavation of post holes, and concrete encasement of posts. Posts, fabric, rails, braces, truss rods, ties, tension wire, 12 Chainlink Fence, Pickleball/Tennis, 10' 9060, 1.08, 9060-108-A-0 1207 LF tension bands, tension bars, grounds, fittings, PVC coating Ht. A (if specified in the contract documents), excavation of post holes, and concrete encasement of posts. Posts, fabric, rails, braces, truss rods, ties, tension wire, 13 Chainlink Fence, Pickleball, 4' Ht. 9060, 1.08, A 9060-108-A-0 340 LF tension bands, tension bars, grounds, fittings, PVC coating (if specified in the contract documents), excavation of post holes, and concrete encasement of posts. l4 Chainlink Fence, PicklebalVTennis 9060, 1.08, 9060-108-B-0 16 EA Gate rails, fabric, stretcher bars, braces, vertical stay, Gates, IV Ht. B hinges, latches, keepers, drop bar lock, and center gate stop. l5 Chainlink Fence, Gates, 8' Ht. 9060, 1.08, g060-108-B-0 EA Gate rails, fabric, stretcher bars, braces, vertical stay, g binges, latches, keepers, drop bar lock, and center gate stop. Off -site disposal offence (including posts, concrete 16 Removal of Fence 9060 1 08 E 9060-1barbed8-E-0 -4, LF encasement of posts, gates, grounds, and barbed wire) and placing and compacting backfill material in post holes. Section 11,010 - Construction Survey 1 I,O10, 1.08, 1.0000 The costs of resetting project control points, re -staking, and 17 Construction Survey A 11,010-108-A 00 any additional staking requested beyond the requirements of this section. Section 11,020 - Mobilization The movement of personnel, equipment, and supplies to the 18 Mobilization 11,020 1.08, 11,020-108-A 1.0000 LS project site; the establishment of offices, buildings, and A 00 other facilities necessary for the project; and bonding, permits, and other expenses incurred prior to construction. Special Provision Items - Continued 19 Tennis Nets Installation Special 129300 2 EA Install including layout, footings, equipment assembly, and Provisions installation compliance. 20 Pickleball Nets Installation Special 129300 9 EA Install including layout, footings, equipment assembly, and Provisions installation compliance. 21 Practice Backboard Special 129300 1 EA Install including equipment assembly, and installation Provisions compliance. 22 Tree Protection Special 311000 486 LF Tree protection fence post, fabric, maintenance, and Provisions removal. Special Removal of tree and stump and backfill in area where roots 23 Removal and Disposal of Tree Provisions 311000 1 EA have been removed, and removal and disposal of all materials. 24 Removal and Disposal of Tennis Special 311000 11 IIA Removal and disposal of tennis nets, Po posts, and footings. Netting(Posts Provisions 25 Balanced Earthwork Special Provisions 312000.000000 1 LS On site excavation and placement. 26 Sport Court Color Coat Special 321216 3947 SY Acrylic surface coating, construction zone protection, and Provisions quality control. 27 Sport Court Striping, PicklebalVTennis Special 321216 11 EA Sport court striping for tennis and pickleball. Provisions 28 Pickleball Windscreen Special Provisions 323113 550 LF Windscreen slats attached to surrounding chain link fences. 29 Tennis Court Control Panel Lighting Special 26000 I LS Electrical work for tennis court control panel. Complete Provisions 1*4 • 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 r _ w Construction Documents June 30,2023 d REVISIONS No Date Issue CHECKED BY DRAWN BY EFHIARH CAS /SNR SHEET TITLE Plan Project Items SCALE IN FEET NORTH SHEET NUMBER ❑ G1.0 02023 HRchmdc Design Group Mercer Park - Plan Project Items Item # Item Description Retrn•nce Item Code QTY Unit I Incidental or Included Items Section 4040 - Subdrains and Footing Drains Trench excavation, furnishing and placing bedding and backfill material, engineering fabric (when specified), I Subdrain, Solid Wall PVC, 8" 4040, 1.08, 4040.108-A-0 453 LF connectors, and elbows and tees. The length of elbows and A tees of the pipes installed will be included in the length of pipe measured. 2 Subdrain Cleanout, Type A-1, 8" 4040, 1.08, 4040-108-C-I 4 EA Cleanout casting, cover, concrete base, and connection C,1 fittings Section 6010 - Structures for Sanitary and Storm Sewers Excavation, furnishing and installing pipe, famishing, placing, and compacting bedding and backfill material, 3 Intake, SW512, 8"-30" 6010, 1.08,B 6010-108-B-0 4 EA base, structural concrete, reinforcing steel, precast units (if used), concrete fillets, pipe connections, castings; and adjustment rings. 4 Connection to Existing Manhole 6010, 1.08, 6010 108 G-1 i EA Coring or cutting into the existing manhole or intake, pipe G, 1 corrections, grout, and waterstop (when required). Section 7010 - Portland Cement Concrete Pavement Final trimming of subgrade or subbase, integral curb, bars and reinforcement, joints and sealing, surface curing and 5 Pavement, PCC, 5" 7010, 1.08, 7010-108-A-0 SY pavement protection, safety fencing, concrete for rigid A headers, boxouts for fixtures, and pavement smoothness testing. Section 7020 - Asphalt Pavement 6 Pavement, Asphalt, 3" Surface Course, 7020, 1.08, 7020-108-B-0 521 SY Asphalt mix with asphalt binder, tack coats between layers, 8" Base B construction zone protection, and quality control. Section 7021 - Asphalt Overlays 7 Asphalt Overlay, 2" Surface Course 7021' 1.08, 7021-108-B-0 3994 SY Asphalt mix with asphalt binder, tack coat, construction B zone protection, and quality control. Section 7040 - Pavement Rehabilitation 8 Pavement Removal 7040' 1.09, 7040-108-H-0 4066 SY Sawing, breaking, removing, and disposing of existing 1I pavement and reinforcing steel. Section 9010 - Seeding Removal of rock and other debris from the area; repairing "Hydraulic Seeding, Seeding, Fertilizing, rills and washes; preparing the seedbed; furnishing and including fishing 9 and Mulching, 9010, 1.08, 9010.108-B-0 0.18 AC placing seed, any treatment required; ' Type 2" B and placing fertilizer and mulch; and fumis water and other care during the care period, unless items are bid separately. Section 9040 - Erosion and Sediment Control 10 Silt Fence 9N,40' 1.08, 9040-108-N-1 766 LF Subgrade stabilization fab ' . Section 9060 - Fence Posts, fabric, ' s, braces, truss rods, ties, tension wire, 11 Chainlink Fence, Pickleball/Tennis, 8' 9060, 1.08, 9060-108-A-0 85 LF tension b tension bars, grounds, fittings, PVC coating Ht. A (if:!!c'A in the contract documents), excavation of post hole,%rand concrete encasement of posts. skit, fabric, rails, braces, truss rods, ties, tension wire, 12 Chainlink Fence, PicklebalVTerris, 10' 9060, 1.08, 9060-108-A-0 1295 L tension bands, tension bars, grounds, fittings, PVC coating Ht. A (if specified in the contract documents), excavation of post holes, and concrete encasement of posts. Posts, fabric, rails, braces, truss rods, ties, tension wire, 13 Chainlink Fence, Pickleball, 4' Ht. 9060, 1.08, 9060-108-A-0 336 LF tension bands, tension bars, grounds, fittings, PVC coating A (if specified in the contract documents), excavation of post holes, and concrete encasement of posts. 14 Chainlink Fence, Pickleball/fermis 9060, 1.08, 9060-108-B-0 16 EA Gate rails, fabric, stretcher bars, braces, vertical stay, Gates, 10' Ht. B hinges, latches, keepers, drop bar lock, and center gate stop. 15 Chainlink Fence, Gates, 8' Ht. 9060, 1.08, 9060- -B-0 I EA Gate rails, fabric, stretcher bars, braces, vertical stay, B hinges, latches, keepers, drop bar lock, and center gate stop. 9060, 1.08, Off -site disposal offence (including posts, concrete 16 Removal of Fence E 9060-108-E-0 1432 LF encasement of posts, gates, grounds, and barbed wire) and placing and compacting backfill material in post holes. Section 11,010 -Construction Survey 17 Construction Survey 11 ,010, 1.08, 11,010-108-A 1 0000 LS The costs of resetting project control points, re -staking, and any additional staking requested beyond the requirements A 00 of this section. Section 11,020 - Mobilization The movement of personnel, equipment, and supplies to the 18 Mobilization 11,020 1.08, 11,020-108-A 1.0� LS project site; the establishment of offices, buildings, and A 00 other facilities necessary for the project; and bonding, permits, and other expenses incurred prior to construction. Special Provision Items - Continued 19 Terms Nets Installation Special 129300 2 EA Install including layout, footings, equipment assembly, and Provisions installation compliance. 20 Pickleball Nets Installation Special 129300 9 EA Install including layout, footings, equipment assembly, and Provisions installation compliance. 21 Practice Backboard Special 129300 1 EA Install including equipment assembly, and installation Provisions compliance. 22 Bleachers Installation Special 129300 2 Receive equipment supplied by owner and install including Provisions layout, equipment assembly, and installation compliance. 23 Tree Protection Special 311000 195 LF Tree protection fence post, fabric, mainten Provisions removal. Special Removal of tree and stunin aRCSackfill in area where roots 24 Removal and Disposal of Tree Provisions 311000 1 EA have been remov removal and disposal of all materials. 25 Removal and Disposal of Tennis Special 311000 11 EA oval and disposal of tennis nets, posts, and footings. Netting/Posts Provisions 26 Balanced Earthwork Special Provisions 312000.000000 Cy On excavation and placement. 27 Sport Court Color Coat Special 321216 3994 SY Acrylic surface coating, construction zone protection, and Provisions quality control. 28 Sport Court Striping, Pickleball/Terris Special Provisions 3 6 11 EA Sport court striping for tennis and pickleball. 29 Tennis and Pickleball Windscreen Specia 323113 932 LF Windscreen fabric attached to surrounding chain link sions forces. 30 Tennis Court Control Panel Lighting Special 26000 1 LS Electrical work for tennis court control panel. Complete Provisions HITCHCOCK DESIGN GROUP I 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesig ngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 IROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric ]MEG Corp. 1717 State.,alniet Suite 201 i Be�"050, IA 52722 ( T 563.344.0260 C:D tit) Construction Documents June 30,2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH'ARH CAS ISNR SHEET TITLE Plan Project Items SCALE IN FEET NORTH SHEET NUMBER ❑ G1.0 02023 Hitdicadk Design crap City Park - Plan Project Items Section 7010 - Portland Cement Concrete Pavement Final trimming of subgrade or subbase, integral club, bars and reinforcement, joints and sealing, surface curing and pavement I Pavement, PCC, 5" 7010, 1.08, A 7010-I08-A-0 100 SY protection, safety fencing, concrete for rigid headers, boxouts for fixtures, and pavement smoothness testing. Section 7020 - Asphalt Pavement 2 Pavement, Asphalt, 3" Surface Course, 8" 7020, 1.08, B 7020-108-B-0 190 SY Asphalt mix with asphalt binder, tack coats between layers, Base construction zone protection, and quality control. Section 7021 - Asphalt Overlays Asphalt mix with asphalt binder, tack coat, construction zone 3 Asphalt Overlay, 2" Surface Course 7021, 1.08, B 7021-108-B-0 4086 SY protection, and quality control. Section 7040 - Pavement Rehabilitation Sawing, breaking, removing, and disposing of existing 4 Pavement Removal 7040, 1.08, H 7040-108-H-0 4232 1 SY pavement and reinforcing steel. Section 9010 - Seeding Removal of rock and other debris from the area; repairing rills "Hydraulic Seeding, Seeding, Fertilizing, and washes; preparing the seedbed; furnishing and placing 5 and Mulching, 9010, 1.08, B 9010-108-B-0 0.25 AC seed, including any treatment required; furnishing and placing Type 2" fertilizer and mulch; and furnishing water and other care during the care period, unless these items are bid separately. Section 9060 - Fence Posts, fabric, rails, braces, truss rods, ties, tension wire, tension bandstension bars, grounds, fittings, PVC coating (if specified , 6 Chainlink Fence, Tennis, 10' Ht. 9060, 1.08, A 9060-108-A-0 898 LF in the contract documents), excavation of post holes, and concrete encasement of posts. Gate rails, fabric, stretcher bars, braces, vertical stay, hinges, 7 Chainlink Fence, Tennis Gates, 10' Ht. 9060, 1.08, B 9060-108-B-0 6 EA latches, keepers, drop bar lock, and center gate stop. Off -site disposal offence (including posts, concrete 8 Removal of Fence 9060, 1.08, E 9060-108-E-0 958 LF encasement of posts, gates, grounds, and barbed wire) and placing and compacting backfill material in post holes. Section 11,010 -Construction Survey The costs of resetting project control points, re -staking, and any 9 Construction Survey 11,010, 1.08, A 11,0to- 108-A 1.000000 LS additional staking requested beyond the requirements of this section. Section 11,020 - Mobilization The movement of personnel, equipment, and supplies to the 10 Mobilization 11,020 1.08, A 11,020-108-A 1.000000 LS project site; the establishment of offices, buildings, and other facilities necessary for the project; and bonding, permits, and other expenses incurred prior to construction. Special Provision Items 11 Tennis Nets Installation Special 129300 6 EA Install including layout, equipment assembly, and installation Provisions compliance. Special Install including footings, equipment assembly, and installation 12 Basketball Nets and Posts Provisions 129300 1 EA compliance. Special Install including equipment assembly, and installation 13 Practice Backboard Provisions 129300 1 EA compliance. 14 Tree Protection Special 311000 395 LF Tree protection fence post, fabric, maintenance, and removal. Provisions 15 Removal and Disposal of Tennis Netting SpecialProvisions 311000 6 EA Removal and disposal of tennis nets. 16 Removal and Disposal of Basketball Nets Special 311000 2 EA Removal and disposal of net and posts and footings. and Posts Provisions 17 Balanced Earthwork Specialons Provisi18 312000.000000 1 LS On site excavation and placement. Sport Court Color Coat Special 321216 4086 SY Acrylic surface coating, construction zone protection, and Provisions 4uality control. 19 Sport Court Striping, Tennis Spec lions 321216 6 EA Sport court striping for tennis and pickleball. 20 Sport Court Striping, Basketball Half Court Special Provisions 321216 1 EA Sport court striping for basketball. HITCHCOCK GROUP 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 over Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 fV ca Ei .». Construction Documents June 30, 2023 REVISIONS " rNo IDS Issue CHECKED BY DRAWN BY EFH/ARH CAS/SNR SHEET TITLE Project Plan Items SCALE IN FEET NORTH SHEET NUMBER ❑ G1.1 *2023 Hitchcock Design Group City Park - Plan Project Items Section 7010 - Portland Cement Concrete Pavement Final trimming of subgrade or subbase, integral curb, bars and 1 Pavement PCC, 5" 7010, 1.08, A 7010- I08-A-0 864 SY reinforcement, joints and sealing, surface curing and pavement protection, safety fencing, concrete for rigid headers, boxouts for fixtures, and pavement smoothness testing. Section 7020 - Asphalt Pavement 2 Pavement, Asphalt, 3" Surface Course, 8" 7020, 1.08, B 7020-108-B-0 140 SY Asphalt mix with asphalt binder, tack coats between layers, Base construction zone protection, and quality control. Section 7021 - Asphalt Overlays 3 Asphalt Overlay, 2" Surface Course 7021, 1.08, B 7021-108-B-0 3996 SY Asphalt mix with asphalt binder, tack coat, construction zone protection, and quality control. Section 7040 - Pavement Rehabilitation 4 Pavement Removal 7040, 1.08, H 7040-108-H-0 4136 SY Sawing, breaking, removing, and disposing of existing pavement and reinforcing steel. Section 9010 - Seeding Removal of rock and other debris from the area; repairing rills "Hydraulic Seeding, Seeding, Fertilizing, and washes; preparing the seedbed; furnishing and placing 5 lend Mulching, 9010, 1.08, B 9010-108-B-0 0.13 AC seed, including any treatment required; famishing and placing Type 2" fertilizer and mulch; and famishing water and other care daring the care period, unless these items are bid separately. Section 9060 - Fence Posts, fabric, rails, braces, truss rods, ties, tension wire, tension 6 Chainlink Fence, Tennis, 10' Ht. 9060, 1.08, A 9060-108-A-0 921 LF bands, tension bars, grounds, fittings, PVC coating (if specified in the contract documents), excavation of post holes, and concrete encasement of posts. 7 Chainlink Fence, Tennis Gates, ]0' Ht. 9060, 1.08, B 9060-108-B-0 6 EA Gate rails, fabric, stretcher bars es, vertical stay, hinges, latches, keepers, drop bar l!9pK and center gate stop. Off -site disposal off a (including posts, concrete 8 Removal of Fence 9060, 1.08, E 9060-108-E-0 958 LF encasement ofposK, gates, grounds, and barbed wire) and placing and c patting backfill material in post holes. Section 11,010 -Construction Survey osts of resetting project control points, re -staking, and any 9 Construction Survey 11,010, 1.08, A I1,010-108-A 1.000000 LS ditional staking requested beyond the requirements of this section. Section 11,020 - Mobilization The movement of personnel, equipment, and supplies to the 10 Mobilization 11,020 1.08, A 11,020.108-A 1. LS project site; the establishment of offices, buildings, and other facilities necessary for the project; and bonding, permits, and other expenses incurred prior to construction. Special Provision Items Special Install including layout, equipment assembly, and installation ll Terms Nets Installation Provisions 129300 6 I .:\ compliance. Special Install including footings, equipment assembly, and installation 12 Basketball Nets and Posts Provisions 129300 EA compliance. 13 Practice Backboard Special 1 00 EA Install including equipment assembly, and installation Provisions compliance. 14 Tree Protection Prrovislo 311000 395 LF Tree protection fence post, fabric, maintenance, and removal. 15 Removal and Disposal of Tennis Netting Spec isions 311000 n EA Removal and disposal of tennis nets. 16 Removal and Disposal of Basketball Nets pedal 311000 _ EA Removal and disposal of net and posts and footings. and Posts Provisions 17 Balanced Earthwork Provisions 312000.000000 1 LS On site excavation and placement. 18 Sport Court Color Coat Special 321216 4116 SY Acrylic surface coating, construction zone protection, and Provisions quality control. 19 Sport Court Striping ennis Special 321216 6 EA Sport court striping for tennis and pickleball. Provisions 20 Sport Court ring, Basketball Half Court Proialons 321216 1 EA Sport court striping for basketball. 21 Tennis ndsaeen Provisions 323113 - LF Windscreen fabric attached to surrounding chain link fences. HITCHCOCK! GROUP I i 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 h itchcockdesig ngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents June 30,2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS/SNR SHEET TITLE Project Plan Items SCALE IN FEET NORTH SHEET NUMBER ❑ G1.1 02023 Hitchcock Design Group rti..e ..� t RIM=695.61 INV.692.36 (NE) INV=690.78 (N) BITUMINOUS 9 1 ' - RIM 69�85� / a •�.•' L.,l.s •-- .�., - �'y ------ _----- // .� "' // i' / INV 8 .10 (N) ..(.. .�,. 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I / I I BUILDING " BLiACHERSrI _. _, �'• -'J II ._. ..... _. •- .�./ I I - EXISTING ... v,< / - \ _ J / ( \ •'6UILDING '•' _ E%IS11NG _,"� '•" •6R -/ / _. ( 7 I �' II I I // // .�.. ���`-_. � /""" ,�. .�.� _ ._. .�°I'�'""- \-�RE�rE `. � f-�..s .•.. s (/ .e .�., .., � � I •� YmII-. Foul W I\.... X \� is: _J" - \ �.,.�+ ITUM+N9US•''_ll.. / �.�. '":u• ( ..•. FOUL- / , \ •�� \ 91• POLE DED1CRTiR �f'BLE / ..",_ ,M,,, -•• \ ENT ,_ � / I RIM=681.83 I Lam. I ... �' '•" /'.,.. / _' / _„ yr_i. RIM=68] g0M0�N1\JM�� ,w % / I V.874.28 (N) ,_," / •,�, ��ENCHES �•• ,,,,) sr ENV=680. ]\ V 7 INV=674.88 (SW) �"• I / �" •_.. / "i ,r "r. r ( -LEACHERS\ LroN I TURF•- ALL "-+7t \ ^ /'/ d TURF " '_• II \ _' �' ' _. /// ..... w WI .�.. / _.. /l:ONCy W iC yN•�' � ate/• /Y ••., I _. TURF .�,. / .�., ..,. / / v TORT;_• _ I ^64ia \ _. + _,. \ r /RET RIM=694.63 I C••�" ...� // +/ ( 0' 1/C \.w IWALL INV=689.03 • /11r NV=688.01 (SE) / •'", .� / *.,. / _,. ,... -`j RIM=680.75 -( _" •� .... ._„ -. _" �.. " _, .yam _. NV-677.45 ^ ).. I � 1 I INV.677-05 IT'..DIRT�" .�.. II \ _+ "FOUL RIM.680.33 �.- SURVEY BOUNDARY \ \ �,� \\+ _. // .�. // " / .�" I I _, W / -, ,•." .... 1I� / (' PROPERTY LINE �+ //,.o, ,�., _„ -^ ��� ..... // ,•," \ .d / // - - CENTERLINE x VERTICAL CONTROL DESCRIPTION ELEVATION TBM.1 BOLT BY '0' IN WORD OPEN ON FH AT BE CDR OF 700.59 MERCER AQUATIC CENTER TBM-2 RR SPIKE IN NORTH SIDE OF PP AT 1ST BASE DUGOUT 89311 ON NW SOFTBALL FIELD TBM-3 CENTER BOLT IN WORD IOWA ON FH AT S. ENTRANCE 693.05 ON E. SIDE TO PARK AT NW COR ADDRESS M 1402 TBM< BOLT BY LETTER'A' IN WORD ALABAMA ON FH AT NW 685.39 CDR ADDRESS 01514 TSM-5 RR SPIKE IN NORTH SIDE OF PP BY SCORE BOARD ON �7 BE BASEBALL FIELD TBME FOUND RR SPIKE IN E SIDE OF PP AT SW CDR TENNIS 699.02 COURT -a„ \ /-` / / .,{. •�' .�" / _ (.�.. ...................... HISTORICAL LINE - AS NOTED _= r• .... - - EASEMENT LINE RIM=689.8]' 1 �f TURF / SECTION LINE 19=680..2 DROP PIPE \ nW x \ +' / ..," - - \T� / ,..,, / } / l" j R.O.W. LINE ETBACK LINE 6� BOAR' ' .. I= I . ( / _. —1 C __......... FORCE MAIN \ \ '1 /y" _< I �• / -" .," - / / / \ / -� SANITARY SEWER '�•' r -�, -� p I STORM SEWER / 1@6 FOUL -" // _ 1 'T�— <C= COMBINATION SANITARY/STC PIPE RUNE RAN �" WATERLINE / ��T" y_ I '""' 1 _ / / —0E OVERHEAD ELECTRIC T I RIM=684.64�" 1 - / / / E UNDERGROUND ELECTRIC ( L / �I NV.672.39 (NW) INV=8]8.39 (N) """ .-' ^•• 'L / LEGEND EXISTING a STORM MANHOLE • O STORM INLET Q STORM INLET • • STORM DOUBLE INLET _ d FLARED END SECTION DOWNSPOUT -ABOVEGROUND DOWNSPOUT -UNDERGROUND OQ SANITARY MANHOLE SANITARY/STORM CLEANOUT © UNKNOWN MANHOLE / Dd WATER VALVE D0 POST INDICATOR VALVE �j HYDRANT WELL 22 E. Chicago Avenue @ SPRINKLER HEAD Suite 200A `Y SPRINKLER BOX Naperville, IL 60540 L WATER METER T 630.961.1787 Ri WATER SERVICE hitchcockdesigngroup.com {. POWER POLE 0_< POWER POLE W/ LIGHT Cd POWER POLE W/ METER PREPARED FOR E- GUY WIRE City of Iowa City GUY POLE Q ELECTRIC MANHOLE M ELECTRIC PEDESTALrTRANSFORMER ([I ELECTRIC METER 220 Gilbert Street, a TELEPHONE POLE Iowa City, IA, 52240 Q TELEPHONE MANHOLE n TELEPHONE PEDESTAL PROJECT rf Q CABLE TV PEDESTAL UTILITY MANHOLE Mercer Park m UTILITY MARKER .n H H HANDHOLE (SINGLE/ DOUBLE) City Park ® GAS VALVE 12 GAS METER 1317 Dover Street, Q AIR CONDITIONING UNIT Iowa City, IA, 52240 LIGHT POLE D VAPOR LIGHT ®{I� LIGHT JUNCTION BOX 200 Park Road, Of TRAFFIC SIGNAL Iowa City, IA, 52246 TRAFFIC CANTILEVER 20 TRAFFIC SIGNAL CONTROLLER P MAIL BOX SIGN r..a CONSULTANTS a. FLAGPOLE C`..:: r•-•-► Engineering and Electric e POST/BOLLARD `'•+•� IMEG Corp. ADA STALL �,.✓ c1717 State Street Suite 201 [_;,,'" Bettenddrf, IA 52722 T f CONIFER TREE -.-- 1-••^' T 563.344.0260 . l ) DECIDUOUS TREE BUSH/SHRUB TREE STUMP- i CONTROL POINT 'y +• --" f BENCHMARK SOIL BORING HOLE `�✓ r WETLAND SAMPLE PIT` ® R.O.W. MARKER, FOUND ® RAILROAD SPIKE, FOUND REBAR. FOUND )( CHISELED -X• IN CONCRETE, FOUND CHISELED'%' IN CONCRETE, SET REBAR WITH CAP k_, FOUND Construction Documents 0 5/8' REBAR WITH CAP 435_ SET June 30, 2023 ❑ 1/2' SO. PIN. FOUND REVISIONS O, P.K. NAIL. FOUND NO Date Issue O. P.K. NAIL, SET O PIPE, FOUND [•] 2 +. 3 4 CONCRETE MONUMENT, FOUND SECTION CORNER 100.00' MEASURED DIMENSION (100.00') RECORDED DIMENSION •100.00 SPOT ELEVATION CHECKED BY DRAWN BY TC.100.00 FL.100.00 GRADE LABEL EFH / ARH CAS / SNR 1-UIL DRAINAGE SLOPE SHEET TITLE —GG------- GAS LINE Existing Conditions -rv—TV TELEVISION LINE __.-T _...._._.....T _._._....... TELEPHONE LINE Plan -.a�roc— FIBER OPTIC CABLE - UT UT ..........._ UTILITY LINE — EDGE OF WATER LINE/DITCH FLOWLINE --p.............p......--- CHAIN LINK FENCE SCALE IN FEET .__..K._...........K............... WIRE FENCE 1" = 40' ----DO— WOOD FENCE �i ........j../— SILT FENCE 0' 20' 40' 120' Z�r._..._R..._._ GUARD RAIL SEWER--__-1�--____ CONTOUR NORTH SHEETNUMBER iyyyyyyYy�. TREE LINE �.r--++I----- TRACKS ® FLOOD PLAIN ` 0 FLOODWAY • RIM-695.61 1 INV=89236 (NE) / INV=690. ]6 (N) '--91g �\��ha'j 1 690ii=(SE t\�/V./(7/ ATE=895.]1 975 / P ( INV-69 .09 (NW) I/ / -s INy- 82.93 (W,,_� -_--- - ��=`k{'�j �L 1Y1.Z -`r`r V '/rRPROTE T 2 I - -- wv.4s),�- r rotea existing ovemead_ 1 - -_ -� -= e / - - % .J 4 \\ \I RIM=699.85J / electrical ' eto remain _ , C� _--_- / l \\ 1 INV=690.10 (N) / IIIrr1 // \ _-- GRATE=692.02..J// INV-689 (E) / GRATE=6y6.75J �g�,195�) INV-687y2 ' -- INV=693.6 (NW) -�- INV- 91.18 / \, I / r (Nwl O r.._--_-�- " ` INV--88]:. (N) //^\\ Q-1po / INV=68].40 I .3 \ / emove and dispose � / p(„ crtATE=sso.3e \`•/ 1 of concrete paving RIM=694.12 /' / / f / INV=6 1 \ I / , I INV=691.92 \ Remove arborvitae I - \ I hedge row and remove---\`�-\ J/ a ellINV-683.46 ( I t, \ r / / / _ RIM=687.71 r stumps to 18" depth , / r ! / / I \ // [�}6. ; / INV-683.16 (1818 - RCF O \ / -/ I / / RIM-685.93 1 a - / INV 679.If \ "+ Remove and dispose of I / / 1 N s7 . 11, \ ... oq asphalt paving, aggregate / 4 I l l I 1 I base o remain r- -1 I �- ) / i/ \ I if Remove and dispose of \ I chainlink fence and footings "= 1 Remove and dispose of (_ 11 tennis nets, posts, and \I- III I footings \ / 480 Protect existing ballfield 0 \\ s y 1 �.{/ lighting to remain, typ.- \. a 24- 5-1 \ I I ll I I +/ //~ I I 1\ / 369 V 11 I it 1 I I7 X i6 4 7° ° I Ira I I U I Remove and dispose 1 / fpickleball nets, GRATE-688.47I I � 6 4 /i,l 1/ Iposts, and footings �- //x / INV=885.52 / I I Remove and <� I I I / I Idispose of chainlinkI 1 I If\ ce and footings - / I I / 2° I I I "'X --�vssea.oz )K" / GRATE-690.11 I \I Yr ���' I, INV=685.33 I I y� I I X� INV-685.4J L�"� •>--� / P-1114 2.47 GRATE=687.75 \ - /r X , I RIM=681.83 INV-684.55 (W) I RIM=687.90 V-674,26 (N) a / l INV=683.85 (N) -, 1 INV=680.71 /\ �- i_ INV=6]4.68 (Sw) INW683.65 (SE) , / / ( /'- \- - ' o 1 I I / ! , �I I X / o \ IN V=685.15 (SW)/ el 0 If o _J \\ _rRIM94.63 NV=6=688.03 (NW) I \ NV=688.01 (SE) RIM=680.75 INV=677.5 ./INV=677.05 (. T X INV=691.38� X. RIM=680.33fIN \ / VVJ 67J58 M(SW)o \�_ \ RIM=689.8]''''''LLLL��""""""''/''' X I\ INV�680. J2DROP PIPE 6 RIM=680.40\ \ � IN \`[ X\\ / X V=676.22 (N� I NV676.15 (5 NV-677.20 (NW) ®" \ /Ind-684.64 1 NV-672.39 (NW) INV-678.39 (N) SITE PREPARATION AND REMOVALS NOTES 1. Contractor shall install constrmetion fence at the limits Of construction prim to beginning work. Maintain and adjust HITCHCOCK construction fencing as needed during progress of DESIGN construction. Staging and constructlon access shall be approved by Owner. GROUP 2. Contractor shall install tree protection fencing as shown on the plans prior to beginning work. Maintain and adjust tree protection fencing as needed during progress of construction. Storage of materials, vehicular access. and all other construction activities are strictly prohibiled within the limits of the tree protection fencing. 3. Plans indicate general location and limits of removals. Contractor shall perform removals only as necessary for , construction of proposed improvements. No additional payments will be made for removals or restoration not required to construct the improvements as drawn and specified. Refer to Layout Plan for more specific information regarding proposed improvements and verify conditions in 22 E. Chicago Avenue the field prior to Performing removals. Suite 200A 4. Sawcut and remove concrete paving to nearest joint where Naperville, IL 60540 indicated. All saw cuts required for removal items to be included in the unit cost of that particular pay item. T 630.961.1787 hltchcockdesigngroup.com 5. Time, stumps shall be ground to a minimum depth of 18" blow existing grade or as required to property perform the k. PREPARED FOR 6. Remove and dispose of turf where planting beds are designated. Refer to Planting Plan for limits of proposed City of I owa City landscape improvements. 7. Where turf or plantings are proposed in existing paved areas, remove all base material. 220 Gilbert Street, 8. Remove all utilities designated for removal to extent required Iowa City, IA, 52240 for improvements, unless otherwise noted. Cap ends of any remaining underground conduit and piping, and pull all electrical wire out at source. PROJECT 9. Items indicated for Removal shall include complete removal of above grade Rem and below grade appurtar- Mercer Park (foundations, urban fill, wiring, piping, etc.) including disposal off -see following applicable codes and ordinances, unless otherwise shown on the plans. / City Park 10.Items indicated as Repave and Salvage shall include careful Street, protection, removal, and storage of items. For reinstall items. 1317 Dover Contractor shall store during construction. All other Salvage Iowa City, IA, 52240 items shall be delivered to location as indicated by owner y, unless otherwise shown on the plans. / 11, Contractor to protect all existing utilites and all other site 200 Park Road, features not designated for removal. Contractor is responsible for replacingfrepainng any existing ublites or Iowa City, IA, 52246 other site features damaged during construction to the original condition at no cost to the Owner. 12. Contractor responsible for maintaining existing ueldy services (electrical, san8ary, storm) during construction unless CONSULTANTS otherwise indicated in the Contract Documents. Engineering and Electric 13. Contractor shall coordinate all work so public sidewalk IMEG Corp. remains open throughout construction. 1717 State Street Suite 201 14. Refer to civil and electrical pans for additional utility Bettendorf, IA 52722 adjustments and removals. T 563.344.0260 15, Refer to specifications for additional conditions, standards and notes SITE PREPARATION AND REMOVALS LEGEND Remove and dispose wnaate paving and gravel base. Remove subgrards material u needed. Remove and dispose asphalt sport court paving. Subgratla material to remain. ,�... 1. Tree Protection Fence % f Item to be protected 1 � s Item to De rekx;3ted r Construction Documents c�) June 30, 2023 ('0 REVISIONS (YXJC1 era to be removed No Date Issue 1 Remove and dispose of lennis/pickleball net, posts, and footings ^ Remove and dispose of chain link fence and - - •V \� footings. CHECKED BY DRAWN BY EFH/ARH CAS/SNR SHEET TITLE Site Preparation And Removals Plan SCALE IN FEET 1" = 40• NE%Mm 0' 20' 40' 120' NORTH SHEET NUMBER ® L2.0 02023 Hitchcock Design Group NM 690 J6 (N) }7^'S�J Q. _. r - , --�—�-� _:.:- T _ , saw. aaaal is — II I I I.• .. A. r [ t{.; F9;• , \ / ,, ..-._..tin.-.e n....r-�• ..._. ....... ... IIN IS, N 59209 (Nw) \ i.--........-...... ..._ 1-Nv ._...... ..-,_r..._-.._. _ IN 9 NN ._..... i= .r1.:.... ..... - .. - :... .. --5 _.... 7-691 02 - ^ ` I ' / ... U ti It_ _ I'.e e�'.. 75-' :..;w, .': ���:v / - -Nv .eP:. i-{w} � 1 �..' �I � i `', 1 , � / 1 F - i M:.: A/:.. � 1 iNv 63<6 (E) 7 � iNv fiP.f t R v., Ei�6 yea � 1 F •: - - I I NV N 1 x p! 1, o ..-� I 85 6 4Ii I- - - r 6841 Gk4 2. 37 RiM 6Al NI ~ I / N-611 i, • \... iy��j \ 1 iNv 6P0 �� six� (s. City« J \ @ >, �{ .RIM P y/ �}SO. 33 m m m III i f R \ 6 x. i m y s m m �i Nv -6 8.39 (N) i LAYOUT NOTES 1. Contractor responsible for field layout of all new improvements. Dogn files of geomem hform ition will be prow ded upon eq est AuloCAD formal. No additional Payment will be made for adjustments necessary to construct the work as drawn. 2. Contractor respons ble to coordinate work sn order to obtain approval of all layout by Owners Representative pnor to nslrucldn I No dd'I payment will be made to correct work f constructed incorrectly without pre -approval by Owners Represe tab e 3. Contractor responsible to mamtam all layout stakes dung construction No additional payment will be made to replace layout stakes. 4. Place stakes at edges of sport courts and fields every 25 feet on center along canterlme of all pathways for review by the Owners Representative prior d earthwork operations 5. All walls are dimensioned to Face of Wall unless otherwise noted. 6. All dimensions from roadway are from Back of Curb unless otherwise noted 7. All curves and radli" to be smooth and rat segmented 8. Contractor to provide layout stakes every 10 feet minimum for large arcs where dipoints are not accessible 9. Adjustment to stake locations due to discrepancies between word nates and dimensions is hcdental to Me contract No additional payments wit be made for this work. 10. All roadway widths are measured from edge of pavement to edge of pavement unless otherivse shown on the plans 11. Contractor respons ble to take deliveryassemble and install all materials and fum ihirgs per manufacturers instructions. 12. Place control and expansion joints as shown on plans and decal for all curbs walks walls steps, and comae[- paving. Where pints are not shown place control jouds a maamum of 10 feel on center, expansion pints a maximum of 30 feet on center and between all separate pours. 13. Contractor will ma nta n use zone requirements within soft surfacing, no use zone will overlap or be tangent unless noted, Adjust playground barrier curb and/or adjacent paving as needed to accommodate play equipment fall mines, 14. Coordinate location of storm tine with playground footings and obtain Owners approval Phor to installation. 15. Layout of soft surface shall be venfied In field by landscape architect 16. Refer to specifications for additional conditions, standards and notes. LAYOUT LEGEND Expansion Jont e� Cha nbnk Fence - T-6' Ht. w� Chainlmk Fence - 10' kit. Chainlink Fence - 10' Htwith windscreen Concrete Paving Asp-11 Paving Asphalt Patching Stan Court Pav rig Salvaged Infield Mix Salvaged Wi mirg Track Material Wanting Track Maternal l t.lAii r1 1 �,-r )! t 1 = W,i' �zot HITCHCOCK GROUPDESIGN 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents June 30, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS /SNR SHEET TITLE Layout And Materials Plan SCALE IN FEET 1' = 40' 0• 20' 4a 120' NORTH SHEET NUMBER ® L3.0 02023 Hitchcock Design Group ... _... _ _. INV".691. / '}_ .. \; ... .... �.. ....... 1. / \ -.II 4 ASPHALT PAVING - s. \ �oR7VE bm7,59 PEDESTRIAN L90 PEDES -. _ .. _ __ _ _ ...:: L � ( 8 �9 :171 __ a ,3695.26� 9 9 3,, 8 - "" -,697.Q L - t� NCE FOOTING i. 4 / _._. _..-. ... L9.2 - " CHAINLINK DOUBLE 2 - SWING GATE 10' HT. L9.2 ' RIM•.695 %3.. - (;PATE PICKLEBALL COURT 2 - _. wv-6atn7 N xav+.wlo"aa .Ew}. ., bH7-d%iRWJ' .�� LAYOUT L9.2 114-69,323 (NW) �. NVr-690-13 (Eo IK0 687 n� Windscreen, typ. _. of .. N of na (-of - - - \, / 4 ASPHALT PAVING - 1 L9.0 PEDESTRIAN l/ r r r 1 CHAINLINK SINGLE \ / I ". - L9.2 SWING GATE I \ P5 - Pickleball paddle rack, typ. t r-r Windscreen, typ. - • 12'x5' Bleacher, typ. \ _".'I t 'E....._ r 6 CONCRETE PAVING - ) . L9.0 PEDESTRIAN 4 ASPHALT PAVING - e' L9.0 PEDESTRIAN I 3 CHAIN LINK FENCE L9.2 - 10' HT - - 4 TENNIS AND PICKLEBALL NET AND POSTS 12'x5' Bleacher, typ. _, r I 8 CONTROL JOINT L9.0 3 CHAIN LINK FENCE q?' L9.2 - T-6" HT 1 CHAINLINK SINGLE L9.2 SWING GATE - 10' HT. ! - 9• 4 FENCE FOOTING ' 1g 2 CHAINLINK DOUBLE � a 1z 1­9.2 SWING GATE - 10' HT. r • Hitting board, 8' Ht. gi Pickleball striping overlay, typ. I / 4 TENNIS AND PICKLEBALL x.. 6ah L9.2 NET AND POSTS �,y i •r f 6 i� Ii//��• 3 CHAIN LINK FENCE •- • X ``'LX - x� I I •/ / 1 L9.2 10' HT - r - •.SPORT COURT L9.2 PAVING 3 TENNIS COURT LAYOUT L9.2 -1� B Windscreen, typ. -" 2 CHAINLINK DOUBLE - L9.2 SWING GATE- 10 HT.• - r3 go LAYOUT NOTES 1. Contractor responsible for field layout of all new 'mprovements Digital files of geometric information will be HITCHCOCK Provided upon request'in AutoCAD format. No additional DESIGN ment will be made for adjustm n n t PaY 1 e [s ecessary oconsWa the work as drawn GROUP 2. Contractor relpor s,ble to coordinate work in order to obtain approval of all layout by Owners Representative prior to construction. No additional payment w ,It be made to correct work if constructed incorrectly without pre -approval by Owners Representative 3. Contractor responsible to maintain all layout stakes during I construction. No additional Payment will be made to replace layout slakes 4. Place stakes at edges of sport courts and fields every 25 feet on center a" centedme of all pathways for review by the Owners Representative pnor to earmwork operations. 5. All walls are dimensioned to Face of Wall unless otherwise 22 E. Chicago Avenue noted Suite 200A 6. All dimensions from mawray are from Back of Curb unless Naperville, IL 60540 otherwise noted. T 630.961.1787 7. All carves and radii to be smooth and nrn segmented. hitchcockdesigngroup.com 8. Contractor to provide layout slakes every 10 feet minimum for large arcs where radius points are not accessible. PREPARED FOR 9. Adjustment to stake locators due to discrepancies between City of Iowa City coordinates and dimensions Is-incidentalto the contract No additional payments will be made for this work 10. All roadway widths are measured from edge of pavement to edge of pavement unless otherwise shown on the plans 220 Gilbert Street, 11. Contractor responsibleIowa City, IA, 52240 to lake de assemble entl install all materials and furnishings per manufacturers instructions. 12. Place contra and expansion joints as shown on plans and PROJECT details for all verbs, walks walls steps, and re pto paving. Mercer Park Whom are not shown, place contra joints a a eximum of 10 feet on center expansion joints a maximum of 30 feet on center, and between all separate pours. 13. Contractor will maintain use zone requirements within son / C i ty Park zone surfacing; no use will overlap or be tangent unless noted. Adjust playground barrier curb and/or adjacent paving 1317 over Street, as needed to accommodate play equipment fall zones, Iowa City, IA, 52240 14. Coordinate loceton of storm line with playground footings / and obtain Owner's approval prior to installation. 15, Layout of son surface shall be verfmcim field by landscape 200 Park Road, architect. Iowa City, IA, 52246 16, Refer to specifications for additional conditions, standards and notes. CONSULTANTS LAYOUT LEGEND Engineering and Electric Expansion .lent IMEG Corp. Chainlink Fence - T-S' HL 1717 Slate Street Suite 201 Chainlink Fence - 10' HL Bettendorf, IA 52722 Chainlink Fence- 10' Htwith windscreen T 563.344.0260 Concrete Paving C Asphalt Paving s"y Asphalt Patching Sport Court Paving Salvaged Infield Mix Salvaged Warning Track Material Construction Documents June 30,2023 Warning Track Material REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS/SNR SHEET TITLE Layout And Materials Plan SCALE IN FEET 1"=20' 0' 10' 20' 60' NORTH SHEET NUMBER ® L3.1 C2023 Hitchcock Design Group e i EMw1[:697.59� ny:^get.9a INVx692IN* (Nor RIM . i ' � •.. ... - Nw•6 to IN) Approximate turf =etl 99 LJ f- seed limit line, typ Turf seeding, typ. ---�_ � � I 67 3.63 N) ,d I / -RIM-684 I NV.:.6'2. 39 lNw) INV=-6]R.39 iNi PLANTING NOTES 1. Seed/Sod limit line is approximate. Seed/Sod to limits of grading and disturbance. Contractor responsible for HITCHCOCK restoration of any unauthorized disruption outside of DESIGN designated consmrchon area. • • a 2. Contractor responsible for erosion control in all seedaNsodded areas. 3. Tree mulch rings In turf areas are 5 foot diameter, typical. Contractor shall provide a mulch ring around all exist ng trees within the limit of work Remove all existing grass from area to be mulched and provide a typical v trench edge. 4 Bedllnes are to be spade cut to a minimum depth of 3 inches unless otherw se shown on the plans Curved bedllnes are to I be smooth and not segmented 5 Do not locate plants within 10' of utility structures, or within S' horizontally of underground utility lines unless otherwise shown on the plans. Consult with Landscape Architect it 22 E. Chicago Avenue these conditions exist. Suite 200A 6. FOR LUMP SUM CONTRACTS, Plants and other materials Naperville, IL 60540 RM=.6ti-: are quantified and summarized for the convenience of the INV• Css -� - Owner and jurisdictional agencies only. Confirm and install T 630.961.1787 INv=ea.� .. sufficient quantities to complete the work as tire and hitcheockdesigngroup.00m specified. No additional payments will be made for malenals required to complete the work as drawn and spedfied. 7. FOR UNIT PRICE CONTRACTS. Payments will be made PREPARED FOR based on actual quantities installed as measured in place by the OwnersRepresentat- City of Iowa City S. Refer to specifications for additional conditions, standards and notes. 220 Gilbert Street, PLANTING LEGEND Iowa City, IA, 52240 Tort seed PROJECT Mercer Park Native Plug Mix / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 - CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 rw T 563.344.0260 LFd 5 •.: kiM-63+.R3 �� t Nv 674.26 IN) NV•-67e.6a 'SW) \+ "vu+ttr LJ� Construction Documents June 30, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS /SNR SHEET TITLE Planting Plan SCALE IN FEET ri 1' = 40' 0' 20' 40' 120' NORTH SHEET NUMBER ® L4.0 -2023 Hitchcock Design Group GENERAL NOTES 1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY WITH THE IOWA CITY DESIGN AND SPECIFICATIONS, LATEST EDITION, AND THE STANDARDS OF THE IOWA DEPARTMENT OF NATURAL RESOURCES. LATEST EDITION. 2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS, AND FIELD INVESTIGATION. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. 3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE PROPERLY DISPOSED OF OFF -SITE UNLESS NOTED. 4. THE CONTRACTOR SWILL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE. 5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES. COMPRESSING STRENGTH SHALL BE 4000PSI IN 28 DAYS, AIR ENTRAINMENT SHALL BE BETWEEN 5 % AND 8% AND SLUMP SHALL BE 4 INCHES OR LESS ALL AS MEASURED BY THE APPROPRIATE ASTM METHODS. REINFORCING STEEL SHALL BE ASTM CERTIFIED 6OKSI TENSILE STRENGTH. REINFORCING STEEL SHALL BE #4 SIZE UNLESS OTHERWISE SPECIFIED. HANDRAILS, BOLLARDS, AND OTHER APPURTENANCES SHALL BE INSTALLED PER PLAN AND MEET JURISDICTIONAL REQUIREMENTS. 6. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY CONTRACTOR ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ALL WASTE MATERIAL, CONCRETE WASHOUT, LANDSCAPE WASTE AND BUILDING MATERIAL SHALL BE REMOVED. SOIL SHALL BE REMOVED FROM PAVED AREAS AND THE PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER. 7. ALL EXISTING FOUNDATIONS WITHIN THE FINAL PAVED AREAS SHALL BE REMOVED TO FULL DEPTH GRADING NOTES 1. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 2. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR TOP OF PAVEMENT UNLESS OTHERWISE STATED. 3. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS. DO NOT ALLOW WATER TO POND ON PROPERTY. 4. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE SCARIFIED TO A DEPTH OF 9 INCHES AND RE -COMPACTED TO 95% DENSITY. ANY UNSUITABLE SOILS FOUND AT THIS TIME SHALL BE DRIED AND RECOMPACTED OR REMOVED IF REQUIRED COMPACTION CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE SCARIFIED TO A DEPTH OF 9 INCHES AND RE -COMPACTED TO 95% DENSITY. 5. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS PLACED IN LOOSE LIFTS OF 9INCHES OR LESS AND COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-69S) IN ALL PAVEMENT, BUILDING ADDITION AND ATHLETIC FIELD AREAS. THE COMPACTION WILL BE FIELD TESTED BY A SOILS ENGINEERING CONSULTANT REPRESENTING THE OWNER. 6. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT. 7. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL BE SEEDED ACCORDING TO A RECOMMENDED SEEDING MIX BY THE LANDSCAPER AND COVERED WITH EROSION CONTROL BLANKETS OR AS DIRECTED BY PLAN DOCUMENTS. 8. CONTRACTOR SHALL ADHERE TO THE IOWA CITY EROSION AND SEDIMENT CONTROL REGULATIONS AND THE STATE OF IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL. 9. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE LEFT WITH 6 INCHES OF TOPSOIL WHEN MASS GRADING ACTIVITIES ARE COMPLETE. <>IMEG :.'J EROSION CONTROL NOTES 1, EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING OPERATIONS WHERE POSSIBLE. 2. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFF -SITE TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY SEDIMENT DEPOSITED ON PUBLIC ROADS SHALL BE REMOVED BY SHOVELING OR STREET CLEANING BEFORE THE END OF EACH WORKING DAY. 3. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL LOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. 4. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED. 5, ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDED FOR LONGER THAN 7 DAYS (SUCH AS WINTER SHUTDOWN), THE CONTRACTOR SHALL INITIATE SEEDING ON ALL AREAS DISTURBED IMMEDIATELY OF THE LAST DISTURBANCE. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND OF GRASS OF UNIFORM COLOR AND DENSITY TO THE SATISFACTION OF THE ENGINEER. 6. CONTRACTOR SHALL ADHERE TO THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL. 7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE) PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THE REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSION DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTIL SILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND VEGETATION ESTABLISHED. 8. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH PRECIPITATION EVENT AND REPLACED OR REPAIRED AS NECESSARY. 9, SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHEN SILT BUILDS UP TO WITHIN ONE FOOT OF THE TOP OF THE SILT FENCE. 10. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT. 11. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF -SITE. WASHOUT SHOULD BE FILLED IN AND SEEDED. 12. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH ADJACENT SEED MIXTURE OR IN -KIND. 13. THERE ARE NO EXPECTED DOWNSTREAM IMPACTS OTHER THAN THOSE ALLOWED PER ORDINANCE (2 YEAR, PRE -DEVELOPED RATE OF RELEASE) UTILITY NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED STREETS CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. 2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED PARTIALLY IN THE FIELD AND PARTIALLY FROM REVIEW OF EXISTING PUBLIC RECORDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT EACH UTILITY COMPANY FOR THE FIELD LOCATION OF THEIR EXISTING LINES IN OR NEARBY THE CONSTRUCTION AREA PRIOR TO BEGINNING ANY CONSTRUCTION. 3. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE. 4. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR UTILITY COMPANY AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 5. WATER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL WATER COMPANY STANDARD SPECIFICATIONS FOR WATER MAIN CONSTRUCTION. 6. ALL WATER MAIN SHALL HAVE A MINIMUM COVER OF 5 FEET. 7. MAINTAIN 18 INCHES VERTICAL SEPARATION (OUTER EDGE TO OUTER EDGE) W BETWEEN WATER MAIN AND SEER. 8. NITRILE GASKETS SHALL BE USED WHERE WATER MAIN CROSSES BELOW STORM SEWER. 9. UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION METHODS INCLUDING BACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL MATERIAL SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION FOR STRENGTH, MATERIAL TYPE AND CONFORMITY WITH THE EXISTING SYSTEM. SEWER LINES SHALL BE CONSTRUCTED STRAIGHT TO THE SPECIFIED LINE AND GRADES. MANHOLES, STORM INLETS, VALVE BOXES AND APPURTENANCES SHALL BE ADJUSTED TO GRADE OR PER PLAN PRIOR TO SEEDINGMNDSCAPING ACTIVITIES. ICE ? 3 JUL 31 AN I1 �C VERTh6AL 68OR L j DESCRIPTION ELEVATION TBM-1 BOLT BY'O' IN WORD OPEN ON FH AT BE CDR OF 700.59 MERCER AQUATIC CENTER TBM-2 RR SPIKE IN NORTH SIDE OF PP AT 1ST BASE DUGOUT 03.11 ON NW SOFTBALL FIELD TBM-3 CENTER BOLT IN WORD IOWA ON FH AT S. ENTRANCE 693.05 ON E. SIDE TO PARK AT NW CDR ADDRESS # 1402 TBM4 BOLT BY LETTER'A" IN WORD ALABAMA ON FH AT NW �5'� CORADDRESS#1514 � 5 RR SPIKE IN NORTH SIDE OF PP BY SCORE BOARD ON 887 .94 SE BASEBALL FIELD TBM-6 FOUND RR SPIKE IN E SIDE OF PP AT SW CDR TENNIS 699.02 COURT HORIZONTAL CONTROL - NAD 83 POINT# NORTHING EASTING DESCRIPTION 100 605579.0066 2187746.UW #5 REBAR 101 605606.6463 2188636.3420 #5 REBAR 102 604926.9948 2187737.1560 #5 REBAR 103 604654.8779 2198268.4390 #5 REBAR 104 604950.2444 2188676.1170 #5 REBAR �A.A_ CP-102 U LOCATION ©SITE CONTROL SCALE: 1' = 150- • P�2!JPOSED Q o � ti Know what's below. Call before you dig. CP-101 EM N Y - <<< --OE-OE- -E E -G-G -T OJT UT 100 LEGEND EXISTING O E3 O 151 DO Icr I7 0 9 �f E- M ❑T ❑H 0 G 0 Y y 0 0 100.00' (100.00.) .100.00 TC-100.00 FL-100.00 1y J �-C-o- -W-W -OE-OE- --E -E -G-G -T-T -UT-UT- STORM MANHOLE STORM INLET STORM INLET STORM DOUBLE INLET FLARED END SECTION DOWNSPOUT SANITARY MANHOLE SANITARY/STORM CLEANOUT UNKNOWN MANHOLE WATER VALVE HYDRANT WELL SPRINKLER BOX WATER METER WATER SERVICE POWER POLE POWER POLE W/ LIGHT POWER POLE W/ METER GUY WIRE GUY POLE ELECTRIC MANHOLE ELECTRIC PEDESTAUTRANSFORMER ELECTRIC METER TELEPHONE POLE TELEPHONE MANHOLE TELEPHONE PEDESTAL UTILITY MANHOLE HANDHOLE GAS VALVE LIGHT POLE VAPOR LIGHT LIGHT JUNCTION BOX SIGN FLAGPOLE POSTIBO LARD CONIFER TREE DECIDUOUS TREE BUSHISHRUB TREE STUMP CONTROL POINT BENCHMARK SOIL BORING HOLE R.O.W. MARKER, FOUND RAILROAD SPIKE, FOUND PIPE, FOUND CONCRETE MONUMENT, FOUND MEASURED DIMENSION RECORDED DIMENSION SPOT ELEVATION GRADE LABEL DRAINAGE SLOPE LINE CONTINUATION SURVEY BOUNDARY PROPERTY LINE CENTERLINE HISTORICAL LINE - AS NOTED EASEMENT LINE SECTION LINE R.O.W. LINE SETBACK LINE FORCE MAIN SANITARY SEWER STORM SEWER PIPE UNDERDRAIN WATER LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC GAS LINE TELEPHONE LINE UTILITY LINE EDGE OF WATER LINE/DITCH FLOWLINE CHAIN LINK FENCE SILT FENCE CONTOUR GUARD RAIL TREE LINE FLOOD PLAIN FLOODWAY CONSTRUCTION LIMITS HITCHCOCK •• • I 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 h itchcockdesigrlgmup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 over Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf,lA 52722 T 563.344-0260 Construction Documents April 27, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE CIVIL NOTES AND LEGEND SCALE IN FEET NORTH SHEET NUMBER ❑ C100 02023 Hitchcock Design Group GENERAL NOTES 1, ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY WITH THE IOWA C/7Y DESIGN AND SPECIFICATIONS, LATEST EDITION, AND THE STANDARDS OF THE IOWA DEPARTMENT OF NATURAL RESOURCES. LATEST EDITION. 2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS, AND FIELD INVESTIGATION. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. 3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE PROPERLY DISPOSED OF OFF -SITE UNLESS NOTED. 4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE. 5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES. COMPRESSING STRENGTH SHALL BE 4000PSI IN 28 DAYS, AIR ENTRAINMENT SHALL BE BETWEEN 5 % AND 8% AND SLUMP SHALL BE 4 INCHES OR LESS ALL AS MEASURED BY THE APPROPRIATE ASTM METHODS. REINFORCING STEEL SHALL BE BY CERTIFIED 6OKSI TENSILE STRENGTH. REINFORCING STEEL SHALL BE 114 SIZE UNLESS OTHERWISE SPECIFIED. HANDRAILS, BOLLARDS, AND OTHER APPURTENANCES SHALL BE INSTALLED PER PLAN AND MEET JURISDICTIONAL REQUIREMENTS. 6. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY CONTRACTOR ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ALL WASTE MATERIAL, CONCRETE WASHOUT, LANDSCAPE WASTE AND BUILDING MATERIAL SHALL BE REMOVED. SOIL SHALL BE REMOVED FROM PAVED AREAS AND THE PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER. 7. ALL EXISTING FOUNDATIONS WITHIN THE FINAL PAVED AREAS SHALL BE REMOVED TO FULL DEPTH GRADING NOTES 1. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 2. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR TOP OF PAVEMENT UNLESS OTHERWISE STATED. 3. PROVIDE POSITrVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS. DO NOT ALLOW WATER TO POND ON PROPERTY. 4. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE SCARIFIED TO A DEPTH OF 91NCHES AND RE -COMPACTED TO 95% DENSITY. ANY UNSUITABLE SOILS FOUND AT THIS TIME SHALL BE DRIED AND RECOMPACTED OR REMOVED IF REQUIRED COMPACTION CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE SCARIFIED TO A DEPTH OF 9 INCHES AND RE -COMPACTED TO 95% DENSITY. 5. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS PLACED IN LOOSE LIFTS OF 9 INCHES OR LESS AND COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM DE98) IN ALL PAVEMENT, BUILDING ADDITION AND ATHLETIC FIELD AREAS. THE COMPACTION WILL BE FIELD TESTED BY A SOILS ENGINEERING CONSULTANT REPRESENTING THE OWNER. 6. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT. 7. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL BE SEEDED ACCORDING TO A RECOMMENDED SEEDING MIX BY THE LANDSCAPER AND COVERED WITH EROSION CONTROL BLANKETS OR AS DIRECTED BY PLAN DOCUMENTS. 8. CONTRACTOR SHALL ADHERE TO THE IOWA CITY EROSION AND SEDIMENT CONTROL REGULATIONS AND THE STATE OF IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL. 9. ALL AREAS TO BE GREEN PACE AT PROJECT COMPLETION SHALL BE LEFT WITH 6 INCHES OF TOPSOIL WHEN MASS GRADING ACTIVITIES ARE COMPLETE. ♦IMEG EROSION CONTROL NOTES 1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING OPERATIONS WHERE POSSIBLE. 2. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFFSITE TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY SEDIMENT DEPOSITED ON PUBLIC ROADS SHALL BE REMOVED BY SHOVELING OR STREET CLEANING BEFORE THE END OF EACH WORKING DAY. 3. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL LOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. 4. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED. 5, ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDED FOR LONGER THAN 7 DAYS (SUCH AS WINTER SHUTDOWN), THE CONTRACTOR SHALL INITIATE SEEDING ON ALL AREAS DISTURBED IMMEDIATELY OF THE LAST DISTURBANCE. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND OF GRASS OF UNIFORM COLOR AND DENSITY TO THE SATISFACTION OF THE ENGINEER. 6. CONTRACTOR SHALL ADHERE TO THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL. 7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE) PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THE REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSION DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTIL SILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND VEGETATION ESTABLISHED. 8. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH PRECIPITATION EVENT AND REPLACED OR REPAIRED AS NECESSARY. 9. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHEN SILT BUILDS UP TO WITHIN ONE FOOT OF THE TOP OF THE SILT FENCE. 10. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT. 11. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFFSITE. WASHOUT SHOULD BE FILLED IN AND SEEDED. 12. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH ADJACENT SEED MIXTURE OR IWKIND. 13. THERE ARE NO EXPECTED DOWNSTREAM IMPACTS OTHER THAN THOSE ALLOWED PER ORDINANCE (2 YEAR, PRE -DEVELOPED RATE OF RELEASE) UTILITY NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTILITIES AND PAVED STREETS. INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED STREETS CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATION�9 SHOWN ON THE DRAWINGS ARE APPROXIMATE. 2, ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED PAR LY IN THE FIELD AND PARTIALLY FROM REVIEW OF EXISTING PUBLIC REC S. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT H UTILITY COMPANY FOR THE FIELD LOCATION OF THEIR EXIST/LINESOR NEARBY THE CONSTRUCTION AREA PRK)R TO BEGINNING ANV ON. 3. THE CONTRACTOR SHALL EXERCISE PROPER CAOTECT THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHANSIBLE FOR REPAIRING ANY DAMAGE. 4. THE LOCATIONS OF THOSE BURIED AND ABOVE OUND UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR FORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR CONST TION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES I OT TO BE CONSTRUED BY THE OWNER, ENGINEER, CONTRACTOR, OR ON TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF ILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURI AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, CONNECTION, PROTECTION, ETC. OF ANY UTILITY MUST BE COORDI D BETWEEN THE CONTRACTOR, UTILITY /MAINTINCHES NY AND OWNER. SIT AFE7Y, INCLUDING THE AVOIDANCE OF HAZARDS IATED WITH BURIE D ABOVEGROUND UTILITIES, REMAINS THE SOLE NSIBILITY OF THE TRACTOR. MAIN SHAL E CONSTRUCTED IN ACCORDANCE WITH LOCAL WATER NY STAND D SPECIFICATIONS FOR WATER MAIN CONSTRUCTION. TER N SHALL HAVE A MINIMUM COVER OF 5 FEET, I 18 INCHES VERTICAL SEPARATION (OUTER EDGE TO OUTER EDGE) N WATER MAIN AND SEWER. E GASKETS SHALL BE USED WHERE WATER MAIN CROSSES BELOW SEWER. PIPING. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION METHODS INCLUDING BACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL MATERIAL SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION FOR STRENGTH, MATERIAL TYPE AND CONFORMITY WITH THE EXISTING SYSTEM. SEWER LINES SHALL BE CONSTRUCTED STRAIGHT TO THE SPECIFIED LINE AND GRADES. MANHOLES, STORM INLETS, VALVE BOXES AND APPURTENANCES SHALL BE ADJUSTED TO GRADE OR PER PLAN PRIOR TO SEEDING/LANDSCAPING ACTIVITIES. ?R?3 AL -7 PH 2: 06 VERTICAL CONTROL DESCRIPTION ELEVATION BOLT BY'O' IN WORD OPEN ON FH AT SE CDR OF TBM-1 MERCER AQUATIC CENTER 700'S9 TBM-2 RR SPIKE IN NORTH SIDE OF PP AT 1ST BASE DUGOUT 13.11 ON NW SOFTBALL FIELD CENTER BOLT IN WORD IOWA ON FH AT S. ENTRANCE TBM-3 ON E. SIDE TO PARK AT NW COR ADDRESS # 1402 693.05 T13M_4 BOLT BY LETTER'A' IN WORD ALABAMA ON FH AT NW 685.39 COR ADDRESS #1514 TBM-6 RR SPIKE IN NORTH SIDE OF PP BY SCORE BOARD ON 687.94 SE BASEBALL FIELD FOUND RR SPIKE IN E SIDE OF PP AT SW CDR TENNIS TBMS COURT 699.02 ro®�i;6�­ HORIZONTAL CONTROL - NAD 83 POINT # NORTHING EASTING DESCRI 100 605579.0056 2187746.8800 j#KEBAR 101 605606.6463 2188636.34 #5 REBAR 102 604926.99" 21877 . 560 k5 REBAR 103 604654.8779 Y6268.4390 #5 REBAR 104 6049W.2430 218867A 1170 #5 REBAR 0 LOCATION SITE CONTROL SCALE: 1' = 150' LEGEND PROPOSED EXISTING • 0 STORM MANHOLE V O STORM INLET O STORM INLET IIIIII� STORM DOUBLE I Know what's below. 4 FLARED CTION Call before you dig. v DO UT (� Q MARY MANHOLE 1 SANITARY/STORM CLEANOUT UNKNOWN MANHOLE ►1 D4 WATER VALVE Y 'Cr HYDRANT ® 0 WELL Q SPRINKLER BOX ® ® WATER METER 9 WATER SERVICE f POWER POLE POWER POLE W/ LIGHT POWER POLE W/ METER E- GUY WIRE a GUY POLE / ® 0 ELECTRIC MANHOLE In ® ELECTRIC PEDESTAUTRANSFORMER m E ELECTRIC METER ♦ O TELEPHONE POLE 0 0 TELEPHONE MANHOLE 11 0 TELEPHONE PEDESTAL 0 ® UTILITY MANHOLE H❑ I]H HANDHOLE ® 0 GAS VALVE X iX LIGHT POLE 4 VAPOR LIGHT ® LIGHT JUNCTION BOX P3:6 SIGN o- FLAGPOLE �e POST/BOLLARD L J CONIFER TREE ❑ DECIDUOUS TREE BUS-.RU. �e CP-1 �1 -a 0 .A. TREE STUMP CONTROL POINT f' BENCHMARK '10 SOIL BORING HOLE ® ROW MARKER, FOUND ® RAILROAD SPIKE, FOUND O PIPE. FOUND 0 CONCRETE MONUMENT, FOUND 100.00' MEASURED DIMENSION (100.00.) RECORDED DIMENSION .100.00 SPOT ELEVATION To-100.00 FL-100.00 GRADE LABEL 1y DRAINAGE SLOPE J LINE CONTINUATION SURVEY BOUNDARY PROPERTY LINE - - CENTERLINE ......................... HISTORICAL LINE - AS NOTED - -- - - - - - EASEMENT LINE - - - - SECTION LINE - - - - - R.O.W. LINE - - - - SETBACK LINE <- C C - FORCE MAIN C SANITARY SEWER �-a-C- �--�o- STORM SEWER PIPE LINDERDRAIN �W -W-W WATER LINE -OE-OE- -OE-DE- OVERHEAD ELECTRIC -E-E- -E-E UNDERGROUND ELECTRIC -G-G -G-G GAS LINE -T-T- -T-T- TELEPHONE LINE -UT UT- -UT-UT- UTILITY LINE - EDGE OF WATER LINEIDITCH FLOWLINE O-O O O CHAIN LINK FENCE -/ / -/-/ SILT FENCE 100 ----100---- CONTOUR U--U U u GUARD RAIL _ rYVWYWYI . TREE LINE • FLOOD PLAIN FLOOOWAY - - CONSTRUCTION LIMITS rig 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 h itchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563-344-0260 Construction Documents April 27, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE CIVIL NOTES AND LEGEND SCALE IN FEET NORTH SHEET NUMBER ❑ C1.0 02023 Hitchcock Design Group Q t\. �yy C -� c+.s ry _ _.................... ^cM�- F9719 .. NV 6J,- 4 (S) - INV 0109 (NW) -- AQ .... .. F' 1p <.. ,....... y .. y-. .. ., y. RIM 10 (N' iNV F9 10 � tN 89 95! 1 REPLACE GRATE WV 6.9. 0 (NW) 70 BE OPEN. i Wolra ATER 011� TY MI7H e� - 7 SCALE:1 20 �n `\ .p,.......... / a 692 t` 22 E. Chicago Avenue 4 vvF812 (�w) ? Suite 200A NF 6" 5 (N _. •. Naperville, IL 60540 NV asr O U[OE.....i� .... T 630.961.1767 ... .. . .......... . 0L h itchcockdesig ng reup.com -------------- PREPARED FOR _. City of Iowa City arNars ., 220 Gilbert Street, / Iowa City, IA, 52240 i i PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents April 27, 2023 REVISIONS No Date ilssue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE SITE AND UTILTY PLAN SCALE IN FEET I EXISTING ' I I BUILDING I NORTH SHEET NUMBER �._ ❑ C200 C2023 Hitchcock Design Group I . I r rRA±r < k } INV; Ug2.00 (NW) _ Al 9 y' ..... - - --...... ___ REPLACE ORATE TO IIN OPEN. IN STOR M N INV-BB7.18 - b90.19 (W) (W) 116.7' 690.t5 (f:) II�rI�LC�IAVII���I WATER T. dr i Ar r zo ! 0 20 40 } - SCALE'. 1• 20' f v t Ot. 0f ....F t ...._.. _ _ Z) HITCHCOCK GROUP 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents April 27, 2023 REVISIONS No Date ilssue CHECKED BY DRAWN BY RJJ LKS -, SHEET TITLE SITE AND UTILTY - PLAN EXISTING I SCALE IN FEET BUILDING I EXISTING I BUILDING I 1 NORTH SHEET NUMBER I I ❑ C2.0 ' 02023 Hitchcock Design Group - t C-) _ PYl _. .. f'�d r� Erax9oH caNTxaL ON SLOPES gtEAtErt THu+ OR EOILIL 10 kt (TP•) ( t A .6) (N) — 6 ...... . .... . 11_i >. zo o 20 40 0 If. 6402-_ •�' N 6.87 10 - r ot i\ _/// ./� If°'.me..._--._.-� I II Fit,\ / I I I I� / 1 / iry 1 1 1 I PIiIVM OQS -I / 1 / t 1 / 1 I / 1 � l 1 � \ a I 1 / I I HITCHCOCK DESIGK GROUP: I 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 over Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf,IA 52722 T 563.344.0260 Construction Documents April 27, 2023 REVISIONS No Dale Issue 1 I; \ / I tI / ( I CHECKED BY DRAWN BY } RJJ LKS I I nEXISINGI v q ti 3 -638,02 , / I - — � •.,- -_� _ ,� r'"Ym.�:. ter SHEET TITLE OVERALL GRADING AND EROSION CONTROL PLAN SCALE IN FEET NORTH SHEET NUMBER ❑ C300 02023 Hilch-k D-W Group jNw .1 ---- --- ------ ---- 'I DESIGK GROUP bem 5 •� ! t i, r .._ c rr- t_..... 'n- — �---- _ /r/ _ .....t..� _.. t>. ..� c. .._cY. r �.��.. .C. _mow.-u .. [:..._ .f,�-/ O c �.... l , ALE: 20 N dE..69 \ / r .. - -"- / 22 E. Chicago Avenue r"'" � 7 ' ' - ` I Suite 200A I \ \ Naperville, IL 60540 nN v a - I._.... _`\ T630.961.1787 hltchcockd gD9 P m asi rou .w PREPARED FOR jCity of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park \\ I 1 I I / 1\ 1V I _-- I I � /--_ ;INr � I / Cit� Park 131i over Street, Iowa City, IA, 52240 air—N 200 Park Road, 0 1I1 III I / Iowa City, IA, 52246 II V II \I i CONSULTANTS Engineering and Electric IMEG Corp. \ Y ;1 \ 1717 State Street Suite 201 j Bettendort, IA 52722 --— — — — —// T563.344.0260 Construction Documents April 27, 2023 REVISIONS I{ k I I l I I No Date Issue ,17(VN: US .. CHECKED BY DRAWN BY II' RJJ LKS I k I I � I SHEET TITLE IRM ONL i f ,- --- OVERALL GRADING _ _ _ _ _.. I ai rn // 1\ II I 1 _ tTYP.> , �� / —--.>,.. i AND EROSION wET pa6TEC11aN / —/.__� — - xr+ t 1 e 1 1I . I 1B_UILDING II CONTROL PLAN ! \ EXISTING BUILDING{ SCALE IN FEET 14 _ NORTH SHEET NUMBER 3 I ` 02023 HXrMock lMspn Group EXCAVATION ELEVATIONS TAKEN FROM OFOTFOI REPORT EXISTING CONDITIONS LOCATION HMA IN) AGG(IN) TOTAL (FT) VAOTH(FT) MAX END AREA (So FT) LENGTH VOLIME(CV) 1 8 6.5 1.21 144 192 250 1777.8 2 9 6 1.25 3 7.5 6 113 4 8 8 L33 5 8 6 1.17 6 914 6.25 L29 IN V IE: (iNEEN SPACE IS UEP I M IAEU FUN ALLCAL6. TE VAW SPACE WAS AN UUI V EN, UEP I N IAAEN A) NKDUE OF UN IA>[ I PROPOSED CONDITIONS LOCATION EG SUBBASE1 FG DEPTH(FT)l SECDONDEPTH(FT) J DIFFERENCE (FT) JAVG DIFFERENCE (Fr) 1 696.02 694.69 695.74 L05 0.30 2 696.57 695.24 696.25 1.01 0.26 4 696.15 694.ffi 1 695.78 0.96 0.75 0.21 o.� 5 696.55 695.22 1 696.23 101 0.26 -OUANRTES SHOWN ARE APPROXIMATE AND OONTRACTORS SHOULD BASE BIDS ON THER OWN TAKEOFF QUANTUM PROFILE VIEWS SCAM 1'-2V PROFILE VIEW OF ALIGNMENT - 22009024.00 WEST HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 710 705 700 695 690 685 100+00 101+00 PROFILE VIEW OF ALIGNMENT - 22009024.00 EAST HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 710 705 700 695 690 685 710 705 700 695 690 Ic T MATERIAL BORING 5 EXISTING PROPOSED --�LOCAT fff rOCATION mm m -o Oom mm em ,oH em n,M.I 6 N g 200+00 201+00 e� \ zo 0 20 s SCALE: 1-20' SMa.696.58 �J / uCv -aal ie - / / / I / 695. I / \ I \ I \ S SW-69695 \ - T Sw 695.25 EMOK ION / / I o 696.25 00 ELEVA I V ,I 1 sw=s9s2s sk s F ( 1 T I SW-695.25e \ I t N y I I J b _ I E1EVAnON Ick 1 \ 710 \ S I I ATidl .I 1 705 I / ............... A 700 - 695690 -51 v \ �- - --------' / /1 / Il / v 6d • GROUP 0 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric rg IMEG Corp. Tr-'j 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 ,.n -- Construction Documents April 27,2023 REVISIONS No Date Issue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE DETAILED GRADING PLAN 1 SCALE IN FEET NORTH SHEET NUMBER ❑ C301 02023 HAchcoce Design Group EXCAVATION ELEVATIONS TAKEN FROM GEOTECH REPORT E%ISTINGCONDITIONS LOCATION HMA IN AGG IN TOTAL(FT) WIDTH MAXENDAREA(SOFT) LENGTH VOLUME(CY) 1 8 6.5 1.21 144 192 250 1777.8 2 9 6 L25 3 7.5 6 L13 4 8 8 1.33 5 8 6 1.17 6 9.24 6.25 129 INOTE: GREEN SPAR 15 DEPTH 15E0 FOR ALLCALCS. YELLOW SPACE WAS AN OUTUER, DEPTH TAKEN A5 MOOE OF DATA SET PROPOSED CONDITIONS LOCATION EG SUBBASE FG DEPTH (FT) SECTION DEPTH (FT) DIFFERENCE AVG DIFFERENCE (FT) 1 696.02 1 694.69 695.74 1 1.05 0.75 0.30 0.26 0.26 2 696.57 695.24 69625 L n 4 6961s 69a.82 sas.78 F. 0.2t 016 5 696.55 695.22 696.23 1.M PROFILE VIEWS SCALE 1'-2d PROFILE VIEW OF ALIGNMENT - 22009024.00 WEST HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 710 710 705 705 700 GRACE COURT Lu 700 DORING 2 �EXISIN GRADE [PRIPOSED BMW 695 .._.: �... .: _. _ -_--- 695 -. ., 690 690 685 $ m m m 100+00 101+00 PROFILE VIEW OF ALIGNMENT - 22009024.00 EAST HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 710 705 700 695 9� ap 690 S 6a5 Y - - - - 7973 JUL -T 11 MATERIAL - - LOG 5 EaS1 N0 - PROPOSED OR ORING 6 ounoN ,O1o� m morn $a 'mm -o '°qj 200+00 201+00 710 705 700 695 690 n• rvrr 20 0 0 SCALE: 1' = 20 w tia� 1 .PJr 11JRF % 595. 1 � / \ .'o s 511 SW-895,25 / I I I I I I I - L I II 111 1 I 1 I � I I I I I / I I a SW-695.25 T SW-695.25 6957! I 1 • j 1 I I x I P °PJ 1 i l I i (ELEVA11p1 i \ .23 noR I I / I I I I I I I I I I I I / I / BUILT e / - 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchwckdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf,IA 52722 T 563.344.0260 Construction Documents April 27, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE DETAILED GRADING PLAN 1 SCALE IN FEET NORTH SHEET NUMBER ❑ C3.1 02023 Hitchcock Design Group tv 'rW w s. r , .. C"a - 1' CLEAN STONE Il`_ CAPPED WITH 2 INCHES OF 3W CHIPS L19 NATIVE PLANTINGS 695,36 80%SAND 10%TOPSOIL 10% COMPOST 693.88 B9288 — AREs�i B' PERFORATED PVC SEE PLAN SUBDRAIN 1 BIO-SWALE DETAIL II N.T.S. STATIC SLICE INSTALLATION M' MIN. FENCE POST FlLTER CLOTH Z ROLL WRH TRACTOR TIRE1JnMEB 16-MIN. OF FILTE MIN. 1. FENCE POST TO BE STEEL T OR'U' TYPE OR 2' HARDWOOD. FENCE POSTS ARE TO BE DRIVEN INTO GROUND 18' MIN. AT 1P MAXIMUM SPACING. 2. FILTER CLOTH TO BE FILTER X MIRAFI 100X. STABILINKA T140N. CLOTH TO BE FASTENED SECURELY TO FENCE POSTS. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY WAND FOLDED. 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN'BULGES' DEVELOP IN THE SILT FENCE. % z1 PERIMETER SEDIMENT CONTROL DETAIL C400 NTs, BURY UPSLOPE END a BLANKET IN TRENCH B' WIDE BY e- DEEP I '11< OVERLAP END OF UPSL LO —TLOVER COWNSLOPE BLANKET MID SECURE WITH STAPLES OVERLAP BANKETS SIDE BY SIDE USING A 1' OVERLAPWITH UPSLOPE BLANKET LAID OVER GOWN9LOPE BLANKET BURY TOE OF BLANKET IN J TRENCH V WIDE BY T DEEP S- AMP SOIL FIRMLY F1r ,1-MAP', —IN, b STAPLES STARES ANCHOR SLOT STAPLES SINGLE JOINT PARALLEL OVERLAPS DETAIL 1 DETAIL 2 DETAIL 3 5' IN MIN. ff L T STAPLE DETAIL PUSH PIN DETAIL NOTES' 1. STAPLES SHALL BE PLACED IN A DIAAKSND PATTERN AT 2 PER BY, FOR STICH BLANKETS. NONSTICHED SHALL USE 1 STAPLES PER S.Y. OF MATERIAL. THIS EQUATES TO STAPLES WITH STICHED BLANKET AND 100 STAPLES WITH NON-STICHED BLANKET PER 100 S.Y. OF MATERIAL. 2. STAPLE OR PUSH PIN LENGTHS SHALL BE SELECTED BASED ON SOIL TYPE AND CONDITIONS (MINIMUM STARE LENGTH IS 6')� 3. EROSION CONTROL MATERIAL SHALL BE PLACED IN CONTACT WRH THE SOIL OVER A PREPARED SEEDBED. 1. ALL ANCHOR SLOTS SHALL BE STARED AT APPROXIMATELY tr INTERVALS. 5, DETAL DERNED FROM THE ILUNOIS URBAN MANUAL (STANDARD DWG NO. NUM 5 ). r1 EROSION CONTROL BLANKET caoo rs HITCHCOCK DESIGK GROUP: NOTES. 1. FOR T WAY TRAFFIC. MINIMUM WIDTH IS 20 FEET. A MINIMUM OF 4 FEET OF WIDTH SHALL BE ADDED FOR TRAILER TRAFFIC FOR A 1 WPWAY better ENTRANCE. 2. ROADWAY SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EXTENT POSSIBLE. TS MW. / i - rclawsrt» 22 E. Chicago Avenue - -;TS THICK MINIMUM �.�: i I Suite 200A w v Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com PLAN VIEW Fes- TS MINIMUM�1 �I PROFILE VIEW rs CONSTRUCTION ENTRANCE N T.S. OVERLAP TUBE I' AND SECURE WITH WIRE OR WIRE TIES ® ❑ RACE CONCRETEBLOCK OR OTHER DEVICE TO PREVENT TUBE FROM PLUGGING INTAKE AREA INLETARAIN CURB INLET FILTER TUBES USED FOR INLET PROTECTION caoo N-5 PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 over Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents April 27, 2023 REVISIONS 1 - W - Sa DOME GRATES SHALL BE DUCTLE IR011 PER ASTIAASM 1. ACTUAL LAYOUT DETERMINED IN FIELD. GRADE ]OSDOfi. r,t 21 INTEGRATED 2 - B' a OFDOLE GRATES Fn ONTO TIE DRAIN BASINS WITH THE I. THE CONCRETE WASHOUT SIGN SMALL V INSTALLED WNMIN 30 Fr. DUCBIF IRON USEOFAPVCBODYTOP. SEEDRAWINGRE T001-110ING OF THE TEMPORARY CONCRETE WASHOUT FACILITY GATE TO LATCH 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO 10 MIL BALM0D PLANIPPING.RISE RSARENEEDEDFORBASINSOVER 0<'DUE SANDBAG RASTC LINING TRAINAGINGNNECT TIONS. JOED GINGN0 SHALt10-OBS. 1 - CONFORM CONNECTION STUB CORRUGATED H SHALL 10 ML PLASTIC LINING CONFORM TO ASTM 0]212 FOR CORRUGATED HOPE (ADS N-T RCOR DUAL WALL(. HP, a PVC SEWER (-38000 FRAME SECURELY FASTENED 5, -ADAA PTEERS CAN BE MOUNTEDD O ON ANY ANGLE 0' TO S3 TRAM. TO Y AROUND ENTIRE PERIMETER WITH DETERMINE MINIMUM AN(RE BETWEEN ADAPTERS SEE DRAWING T BED TWO STAKES NO. TM1-t 10-012. T e-r-30'DOME CRATES rAVENO LDAD RAnNc. SEC A -A SECTION B-B CHECKED BY DRAWN BY NOT TO SCALE NOT TO SCALE LATH a FucclNc RJJ LKS BASIN SRE PER RAN ON ALL SIDES SANDBAG —la MIN �1a MINA SHEET TITLE COMPACTED IOWA GOT OR 12A BERM p 0 0 0 B B CIVIL DETAILS 0 PIPE DIAMETER PER PLAN III WATERTM,IIf XMR O A O A (TT -PI ICORAUGUEO ROPE SNOwN) 0 SCALE IN FEET PMINONB'-21' B'MINONWaSS' O TNA}STACKEO 10 MIL — 2 X 12 ROUGH PLASTIC LINING 10 MIL PL45TO LINING PLAN W000 FRAME PLAN NOT TO SCALE NOT TO SCALE TYPE'BELOW GRADE' TYPE'ABOVE GRADE' NORTH SHEET NUMBER 1 NYLOPLAST DRAIN BASIN -DOME GRATE %i1 CONCRETE WASH MANAGEMENT N.T.S. N.T.S. C 4 O O D2023 Hitchcock Despn Group 1' CLEAN STONE CAPPED WITH 2 INCHES OF 3W CHIPS 119 V NATIVE PLANTINGS 695,36 80%SAND 10%TOPSOIL 10% COMPOST 893.88 h 692.88 —vARIEs�i S' PERFORATED PVC SEE PLAN SUBDRAIN i BIO-SWALE DETAIL C400 N.T.S. STATIC SLICE INSTALLATION 46' MIN. FENCE POST FILTER CLOTH Z ROLL WITH TRACTOR TIRE tl TIMES 16' MIN. HEIGHT OF FILTER CLOTH GROUND (1 II . EMBED FILTER CLOTH MIN. 10- INTO GROUND 1. FENCE POST TO BE STEEL T OR'U' TYPE OR 2' HARDWOOD. FENCE POSTS ARE TO BE DRIVEN INTO GROUND 1S' MIN. AT 10' MAXIMUM SPACING. 2. FILTER CLOTH TO BE FILTER X. MIRAFI 10OX, STABILINKA T140N. CLOTI{XO BE FASTENED SECURELY TO FENCE POSTS. WHEN TWO SECTIONS OF MTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY 6' AND FOLDED. 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIIAL REMOVED WHEN'BULGES' DEVELOP IN THE SILT FENCE. 221 PERIMETER SEDIMENT CONTROL DETAIL C400 N.T.S. BURY UP ILOPE OVERLAP BLANKETS SIDE BY END OF BLANKET IN PE TRENg16' SIDE USING A 4' OVERLP WIR1AWIBY 8' DEEP 'T / FISLOPE BLANKET LAID OVER DOWNS DOWNSLOPE BLANKET 3 V CD OVERLAP END OF UPSLOPE BLANKET 4OVER DOWNSLOPE BLANIIETANDSECURE WITH STAPLES BURY TOE OF BLANKET IN f TRENCH 6' WIDE BY W DEEP 3 TAMP SOIL FIRMLY r13' MIN /1AIN. STAPLES STAPLES ANCHOR SLOT srA S SINGLE JOINT PARALLEL OV S DETAIL 1 DETAIL 2 t' MIN. L 1— STAPLE DETAIL PUSH PIN DETAIL NOTES, I. STAPLES SHALL BE PLASED IN A DMMOND PATTERN AT 2 PER S Y. FOR STICHED BLANKETS. NCNSTICHED SHALL USE 4 STAPLES PER B.Y. OF MATERIAL. THIS EWATES TO 2o0 STAPLES NWITH STCHED BLAKETAND 40 STAPLES WITH N TICHED BLANKET PER IM S.Y. OF NATERML. 2. STAPLE OR PUSH PIN LENGTHS SHALL BE SELECTED BASED ON SOL TYPE AND COND TION3 (MINIMU TAPLE LENGTH IS 6'1. 3. E ION CONTROL MATERAL SHALL BE %.ACED IN CONTACT WITH THE SOIL OVER A PREPARED 4. ALL ANCNOR slots SHALL RE STAPLED AT APPROJ(PMTELr 1Z' INTERVALS. 6. OETAL DERNED FROM THE ILLNpS IAtBAN MANUAL (sTANDAliD 01NC Iq. IUII+iiO). 3 EROSION CONTROL BLANKET GOO N.T 5. 1 - S - 3P DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRACE TO-50-05. 11. 21 INIEGIM 2 - W 610' DOME GRATES FR ONTO THE DRAIN BASINS WITH THE WLTLE RON USE OF A PVC BODY TOP. SEE DRAWING NO, 1.1 1IIXN6. GRATE TO PATCH 3- DPAINBASIN TOBECUSTOMMANUFACTUREDACCORDINGTO BASW o.O. PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 64'DUE TO SHIPPING RESTRICTIONS. SEEDRAWINGNO.?a 11IX0M 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 FOR CORRUGATED HOPE (ADS N112 NCOR DUAL WALLI. N-12 F. a PVC SEWER 14'.38'I. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM MHGLE BETWEEN ADAPTERS SEE DRAWING ^ NO. T001-11-12. 6 - S Xr DOME QFU T S HANE NO LOAD RATING. BMS1312E PER PLAN COMPACTED IGWA GOT OR 12A PIPE DPMETER PER PLAN IIATERTIGHTJONT IcaI,RDGAr6G ROPE san+O 4'MINONfi'-24' 6'MINON30'636' 4 NYLOPLAST DRAIN BASIN -DOME GRATE D400 N.T.S. • � K 4sxa _ P .;A 1 NOTES, 1. FOR TWPWAY TRAFFIC. MINI MUM MOTH IS FEET. A MINIMUM OF 4 FEET OF WIDTH SHALL BE ADDED FOR TRAILER TRAFFIC FOR A TWOWAY ENTRANCE. 2. ROADWAY SHALL FOLLOW THE CO OF THE NATUIW_ TERRAIN TO THE E FWSSIBLE, 75' MIN n II Y CLEAN STONE n 6'THICKMNI— S t PLAN VIEW I�75' MINIMUM--�{ PROFILE VIEW I CONSTRUCTION ENTRANCE \E!V N.T.S. OVERLAP TUBE I' AND SECURE WITH WIRE OR WIRE TIES ® ❑ PLACE CONCRETE BLOCK OR OTHER DEVICE TO PREVENT TUBE FROM PLUGGING INTW(E AREAINLETONNN CURB INLET (_61 FILTER TUBES USED FOR INLET PROTECTION \,C!V N.T.S. 1. ACTUAL UAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WDNIN M0 OF THE TEMPORARY CONCRETE WASHOUT FACILRY SANGBAG 10 MIL PLASTIC LINING 10 EJL PlA91TC LINING�I rI 3' WOOD FRAME SECURELY FASTENED BERM AROUND EMIRE PERIMETER WITH TWO STAKES T SECTION A: SECTION B$ NOTTOSGALE NOT TO SCALE rLATH L FLAGGING 1 ON ALL SIDES SANDBAG I MIN BERM 0 0 O O B a 0 A A STARE g 0 0 RYP.I Lz 0 O 0 0 0 TAUSTACKED to MIL 2 K 12 ROUGH PLASTIC LINING 10 MIL PLASTC LINING PLAN WDDD FRAME PLAN NOTTOSCALE NOTTOSCALE TYPES OW GRADE' TYPE'ABOVE GRADE' %TCONCRETE WASH MANAGEMENT G400 Mr& HITCHCOCK GROUP I 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563-344-0260 Construction Documents April 27, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE CIVIL DETAILS SCALE IN FEET NORTH SHEET NUMBER ❑ C 4.0 02023 Hitchcock Design Group VIEW KEY NAME �- LEVEL NAME INDICATES NOTE USED TO DESCRIBE �0-0'—XEIGMT ABOVE ADDITIONAL INFORMATION ABOUT PROJECT 0'-0' WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL INDICATES DIRECTION OF TRUE NORTH PLAN OR DETAIL NUMBER PLAN OR DETAIL NAME VIEW NAME PLAN OR DETAIL SCALE hO RSA INDICATES SIMILAR DETAIL REFERENCED Sim 114 MULTIPLE LOCATIONS SIM DETAIL REFERRED BY SECTION CUT 412 ATED ON T101 3 M701 SHEET DETAIL IS LOCATED LINE TYPE AND TAG KEY' NEW WORK BY THIS CONTRACTOR (WIDE LINE) NEW --------- EXISTING TO BE REMOVED (SHORT DASHED PATTERN) — — — NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE) EXISTING --------- EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) — — — EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE. TAG'-E TAGS WITH DASHEE' INDICATES THE REFERENCED OBJECT IS EXISTING 11Q UNDERLINED TAG INDICATES OBJECT IS IN -SCOPE. IF NEW, ADDITIONAL INFORMATION IS AVAILABLE N A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST e INDICATES AN EXISTING SYSTEMS POINT OF CONNECTIONIREMOVAL APPLICABLE CODES CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: BUILDING CODE: IBC 2018 EDITION FIRE CODE: IFC 2015 EDITION ELECTRICAL CODE: NFPA 70(NEC) 2020 EDITION ENERGY CONSERVATION CODE: IECC 2012 LOCAL BUILDING CODE: CURRENT EDITION CONTRACTOR ABBREVIATION KEY ABBR: DESCRIPTION: C.C. CIVIL CONTRACTOR C.M. CONSTRUCTION MANAGER E.C. ELECTRICAL CONTRACTOR G.C. GENERAL CONTRACTOR CONTACT PERSONS: DESCRIPTION: PERSON: PROJECT MANAGER ELECTRICAL BOBJURKOWSKI MATT SNYDERNEREMY VETTING ELECTRICAL SYMBOL LIST SYMBOL: TAG: EC DESCRIPTION: SEC E ECONN ... ELECTRICAL CONNECTION J JB 26 05 33 JUNCTION BOX pg 29 EXISTING MOMENTARY PUSHBUTTON OPERATOR PANEL VW EXISTING PANELBOARD-SURFACE MOUNT ELECTRICAL SYMBOL LIST SYMBOL: TAG: EC DESCRIPTION: gEC o-0 POLE MOUNTED LUMINAIRE ELECTRICAL ABBREVIATION KEY ABBR: DESCRIPTION: AFF ABOVE FINISHED FLOOR C CONDUIT GFI GROUND FAULT INTERRUPTER N.C. NORMALLY CLOSED NIC NOT IN CONTRACT N.O. NORMALLY OPEN SV SOLENOID VALVE TYP TYPICAL JOIN UNLESS OTHERWISE NOTED CONDUIT INSTALLATION SCHEDULE THE FOLLOWING SCHEDULE SHALL BE ADHERED TO UNLESS THEY CONSTITUTE A VIOLATION OF APPLICABLE CODES OR ARE NOTED OTHERWISE ON THE DRAWINGS. THE INSTALLATION OF RMC CONDUIT WILL BE PERMITTED IN PLACE OF ALL CONDUIT SPECIFIED IN THIS SCHEDULE. REFER TO CONDUIT AND BOXES SPECIFICATION 2605 33 FOR ADDITIONAL INFORMATION. INSTALLATION TYPE RMC EMT PVC HOPE FEEDERS: SWITCHBOARDS, DISTRIBUTION PANELS. % PANELBOARDS, MOTOR CONTROL CENTERS, ETC. BRANCH CIRCUITS: LIGHTING, RECEPTACLES, % CONTROLS, ETC. CONTROLS (LIGHTING, POWER, BUILDING AUTOMATION, ETC.) % WET AND DAMP LOCATIONS: (CONDUIT, BOXES, FITTINGS, % INSTALLED AND EQUIPPED TO PREVENT WATER ENTRY) UNDERGROUND SITE CONDUITS: FOR GREATER FROM THE PERIMETER OF A BUILDING FOUNDATION % % UNDER ROADS, DRIVES, AND VEHICLE TRAVELED WAYS. WHEN HDPE DIRECTIONAL BORING IS ALLOWED: PROVIDE PRESSURIZED GROUT 1. I 1 vv."A (7I I /-: I I Wn Mlls' 11II1 ELECTRICAL INSTALLATION NOTES: 1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAILS ON HITCHCOCK THIS PAGE FOR ADDITIONAL INFORMATION. 2. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATON. CIRCUITING SHALL AGREE DESIGN WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH F • UP PHASE. 3. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT -42' FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. DEVICES MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED 4, ELECTRICAL EQUIPMENT SHALL BE MOUNTED TO AVOID IMPEDANCE OF, OPERATION OF, AND/OR ACCESS TO ELECTRICAL EQUIPMENT. ALL MOUNTING OF ELECTRICAL EQUIPMENT, ON EQUIPMENT SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN ADVANCE BY THE OTHERWELDING SHALL BTOR. 5. ALL WELDING SHALL BE ACCORDING TO AMEBIC WELDING SOCIETY STANDARDS. CONTRACTOR SHALL FURNISH TO THE ARK. TIE TI E CERTIFICATES QUALIFYING TI RESERVES THE EACH WELDER, PRIOR TO START OF WORK. THE ARCHITEC RESERVES ARCHIT I RIGHT REWIRE QUALIFYING DEMONSTRATION. AT THE CONTRACTORS EXPENSE, OF CONTRACTOR'S ANY WELDERS ASSIGNED TO THE JOB, EL 6. ELECTRICAL IDENTIFICATION, REFER TO SPECIFICATION SECTION 26 05 53 FOR COLOR/LABEL REQUIREMENTS FOR CONDUIT, BOX CABLEAVIRE, AND EQUIPMENT. -- 22 E Chicago Avenue Suite 200A ELECTRICAL RENOVATION NOTES: Naperdle, ILi9 M THESE NOTES APPLY TO ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED T 630.961.1787 TO, LIGHTING, POWER. AND SYSTEMS. 1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD hitchcockdazigngroup.Qom SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING. 2. NOT ALL EXISTING EQUIPMENT, LUMINAIRES. AND CONDUIT ARE SHOWN. VERIFY EXISTING CONDMONS AND REPORT ANY CONFLICTS WITH NEW WORK BEFORE STARTING WORK. PREPARED FOR 3. WHERE FXISTINGELECTRICALSYSTEMS ARE LOCATED INAREAS THAT CONFLICT WITH NEW City Iowa City EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER of ARRANGE NEW EQUIPMENT, CONDUIT. OR DUCTWORK N SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR RE WORK EXISTING ELECTRICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT. PIPING, OR DUCTWORK. 220 Gilbert Street, Iowa City, lA, 52240 ELECTRICAL SHEET INDEX PROJECT E000 ELECTRICAL IOVERSHEET E101 SITE DEMOLITION PLAN - ELECTRICAL Mercer Park E201 JSITE PLAN- ELECTRICAL GRAND TOTAL-3 / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 PRELIMINARY NOT FOR CONSTRUCTION Construction Documents August 2,2023 REVISIONS No Date Issue CHECKED BY DRAWN BY Checker JERVET SHEET TITLE ELECTRICAL COVERSHEET ♦IMEG = ...... �m SHEET NUMBER TMN� EZ�U m�vME o�NOPA A � E000 0 2023 Hitchcock D-91 Gawp VIEW KEY NAME = LEVEL NAME OF INDICATES NOTE USED TO DESCRIBE � 10. HEIGHT ABOVE ADDITIONAL INFORMATION ABOUT PROJECT 0'-T WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL INDICATES DIRECTION OF TRUE NORTH PLAN OR DETAIL NUMBER PLAN OR DETAIL NAME " 1VIEW NAME PIAN OR DETAIL SCALE ORI� INDICATES SIMILAR DETAIL REFERENCED SI N MULTIPLE LOCATIONS SN DETAIL REFERRED TO BY SECTION CUT 432 M101 SHEET DETAIL IS LOCATED ON T101 LINE TYPE AND TAG KEY' NEW WORK BY THIS CONTRACTOR (WIDE LINE) NEW --------- EXISTING TO BE REMOVED (SHORT DASHED PATTERN) — — — NEW UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) EXISTING TO REMAIN OR WORK BY OTHERS (NARROW LINE) EXISTING --------- EXISTING TO BE REMOVED BY OTHERS (SHORT DASHED PATTERN) — — — EXISTING UNDERFLOOR OR UNDERGROUND (LONG DASHED PATTERN) HALFTONING DOES NOT MODIFY SCOPE. TAG'-E TAGS WITH DASH'E INDICATES THE REFERENCED OBJECT IS EXISTING UNDERLINED TAG INDICATES OBJECT IS IN -SCOPE. IF NEW, ADDITIONAL INFORMATION IS AVAILABLE IN A SCHEDULE, MATERIAL LIST, OR SYMBOL LIST INDICATES AN EXISTING SYSTEM'S POINT OF CONNECTION/REMOVAL APPLICABLE CODES CONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: BUILDING CODE'. IBC 2018 EDITION FIRE CODE: IFC 2015 EDITION ELECTRICAL CODE: NFPA 70 (NEC) 2020 EDITION ENERGY CONSERVATION CODE: IECC 2012 LOCAL BUILDING CODE: CURRENT EDITION CONTRACTOR ABBREVIATION KEY ABBR: DESCRIPTION: C.C. CIVIL CONTRACTOR C.M. CONSTRUCTION MANAGER E.C. ELECTRICAL CONTRACTOR G.C. GENERAL CONTRACTOR CONTACT PERSONS: DESCRIPTION: PERSON: PROJECT MANAGER —111 KO 1 ELECTRICAL MATT SNYDER/JEREMY VETTING ELECTRICAL SYMBOL LIST SYMBOL: TAG: DESCRIPTION: SESPEC E F.CN { .05. ELECTRICAL CONNECTION SJ a 26 05 33 JUNCTION BOX ® Eft EXISTING MOMENTARY PUSHBUTTON OPERATOR C PANEL EXISTING PANELBOARD-SURFACE MOUNT ELECTRICAL SYMBOL LIST SYMBOL: TAG: SPEC DESCRIPTION: SECTION: o-0 POLE MOUNTED LUMNAIRE ELECTRICAL ABBREVIATION KEY ABBR: DESCRIPTION: AFF ABOVE FINISHED FLOOR C CONDUIT GFI GROUND FAULT INTERRUPTER N.C. NORMALLY CLOSED NIC NOT IN CONTRACT N.O. NORMALLYOPEN SV SOLENOID VALVE TYP TYPICAL JON UNLESS OTHERWISE NOTED CONDUIT INSTALLATION SCHEDULE THE FOLLOWING SCHEDULE SHALL BE ADHERED TO UNLESS THEY CONSTITUTE A VIOLATION OF APPLICABLE CODES OR ARE NOTED OTHERWISE ON THE DRAWINGS. THE INSTALLATION OF RMC CONDUIT WILL BE PERMITTED IN PLACE OF ALL CONDUIT SPECIFIED IN THIS SCHEDULE. REFER TO CONDUIT AND BOXES SPECIFICATION 2605 33 FOR ADDITIONAL INFORMATION. INSTALLATION TYPE RMC EMT PVC HDPE FEEDERS: SWITCHBOARDS. DISTRIBUTION PANELS, PANELBOARDS, MOTOR CONTROL CENTERS, ETC. X BRANCH CIRCUITS: LIGHTING, RECEPTACLES, CONTROLS, ETC. X CONTROLS (LIGHTING, POWER, BUILDING AUTOMATION. ETC.) X WET AND DAMP LOCATIONS: (CONDUIT, BOXES, FITTINGS, INSTALLED AND EQUIPPED TO PREVENT WATER ENTRY) X UNDERGROUND SITE CONDUITS: FOR GREATER FROM THE PERIMETER OF A BUILDING FOUNDATION X X UNDER ROADS, DRIVES, AND VEHICLE TRAVELED WAYS. WHEN HOPE DIRECTIONAL BORING IS ALLOWED: PROVIDE PRESSURIZED X X GROUT I L Q :Z �d L - h rl' fii ELECTRICAL INSTALLATION NOTES: 1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAILS ON • 1 THIS PAGE FOR ADDITIONAL INFORMATION. 2. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CIRCURING SHALL AGREE WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH • • PHASE. 3. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT 142' FROM FLOOR (CENTERLINE DIMENSION). EXCEPT WHERE OTHERWISE NOTED- DEVICES MAYBE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED. 4. ELECTRICAL EQUIPMENT SHALL BE MOUNTED TO AVOD IMPEDANCE OF, OPERATION ANDOR ACCESS TO ELECTRICAL EQUIPMENT. ALL MOUNTING OF ELECTRICAL ENT, ON EQUIPMENT SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPRO ADVANCE BY THEOTHER CONTRACTOR. 5. ALL WELDING SHALL BE ACCORDING TO AMERICAN WELDING STANDARDS. CONTRACTOR SHALL FURNISH TO THE ARCHITECTIENGN ERTIFICATES QUALIFYING EACH WELDER PRIOR TO START OF WORK. THE AR CT/ENGINEER RESERVES THE RIGHT TO REQUIRE QUALIFYING DEMONSTRATIO THE CONTRACTOR'S EXPENSE, OF I ANY WELDERS ASSIGNED TO THE JOB. 6. ELECTRICAL IDENTIFICATION. REFER CIFICATION SECTION 26 05 53 FOR COLORAABEL REQUIREMENTS FO DUIT, BOX, CABLEAVIRE, AND EQUIPMENT. 22 E Chi-40 Avenue TRICAL RENOVATION NOTES: Na SOME 200A PerAls, IL 60M THESE S APPLY To ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED T630.961.1787 T NG. POWER, AND SYSTEMS. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD hikrh=kdesiynyrmp.,M SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORTANY CONFLICTS BEFORE PROCEEDING. 2. NOT ALL EXISTING EQUIPMENT. LUMINAIRES. AND CONDUIT ARE SHOWN. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS WITH NEW WORK BEFORE STARTING WORK. PREP AIRED FOR 3. WHERE EXISTING ELECTRICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER City of Iowa City ARRANGE NEW EQUIPMENT, CONDUIT. OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING ELECTRICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK. 220 Gilbert Street, IOWB CitY, IA, 52240 ELECTRICAL SHEET INDEX PROJECT E JELECTRICAL COVERSMEET E701 SITE DEMOLITION PLAN -ELECTRICAL Mercer Park E201 SITE PLAN - ELECTRICAL GRAND TOTAL 3 / City Park 1317 Dover Street, Iowa City, IA, 52246 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendor(, IA 52722 T 563.344.0260 PRELIMINARY NOT FOR CONSTRUCTION Construction Documents June 30, 2023 REVISIONS No Date 113SUe CHECKED BY DRAWN BY Checker JERVET SHEET TITLE ELECTRICAL COVERSHEET ♦IMEG p-m»F>oa-- SHEET NUMBER we covrls. wµoo� CPAT- a E0.0 0 M23 HMd¢oa D--W G" n W 0 E— TENNIS COURT LIGHTING CONTROL PANEL tom.. t/ qL LIGHTING PANEL o I Q � Q o Q v c� C7 � C7 SITE DEMOLITION PLAN - ELECTRICAL U\1`Qllr������� ORt 0 IN 0 F 0 O KEYNOTES: # 1. DISCONNECT AND REMOVE TENNIS COURT HITCHCOCK LIGHTING PANEL AND TENNIS COURT LIGHTING CONTROL PANEL. SALVAGE TENNIS COURT DESIGN' LIGHTING PANEL AND TENNIS COURT LIGHTING • • CONTROL PANEL FOR REINSTALLATION. UP 2. DISCONNECT AND REMOVE TENNIS COURT 0 0 0LIGHTING T AND REMOVE WIRECONBACK TO SOURCE.SALVAGELIGHTING TING'fING'f INSTTION. 3. REMOVE WIRE FROM TENNIS COURT LIGHTING CONTROL PANEL TO TENNIS COURT LIGHT POLE. CONDUIT TO REMAIN FOR EXTENSION (D 22 E Chicago Avenue Suite 200A Naperldlle, I1-60640 T 830.961.1787 h rWhc ockdasig ng rou p.00 m 0 o� PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 li o 1 ` / / PROJECT 0 EXISTIf - ' V_] Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, \ Iowa City, IA, 52246 1 ° CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 PRELIMINARY -,NOT FOR � - C4INSTRUCTION ( 3 a�' ConstrWigq.Documents y b �Aug%Ust 2, 2023 .rREVISIONS No No Dill! Issue CHECKED BY DRAWN BY Checker JERVET SHEET TITLE SITE DEMOLITION PLAN - ELECTRICAL SHEET NUMBER E101 C 2023 HRchcock Design Group 0 E— TENNIS COURT LIGHTING CONTROL PANEL n 101 O zoo 0 TENNIS COURT LIGHTING CONTROLS TENNIS COURT LIGHCD TING PANEL ° O C-10 �® In on =X ;TN; 0 O O 1:7 O t7 ,Og'NSITE DEMOLITION PLAN - ELECTRICAL G L Iki 0 KEYNOTES, N __JJ---- 1. DISCONNECT AND REMOVE TENNIS COURT LIGHTING PANEL AND TENNIS COURT LIGHTING CONTROL PANEL. SALVAGE TENNIS COURT 6 LIGHTING PANEL AND TENNIS COURT LIGHTING r CONTROL PANEL FOR REINSTALLATION 2. . t"tea DISCONNECT AND REMOVE TENNIS CURT .., LIGHTING CONTROLS. REMOVE CONDUIT AND WIRE BACK TO SOURCE. SALVAGE LIGHTING % 0 0 CONTROLS FOR REINSTALLATION. 3. REMOVE WIRE FROM TENNIS COURT LIGHTING CONTROL PANEL TO TENNIS COURT LIGHT POLE. CONDUIT TO REMAIN FOR EXTENSION JjjL _ H �. CL 0 °I ti 0 0 101 F7 IXI�;Tlt - =U J --ffy� 22 E ChioW Aventle Sub 200A Napenale, Lmm T 630.961.1787 MIC01*1105iylgFOUP.011M PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 BettendOA, IA 52722 T 563.344.0260 PRELIMINARY NOT FOR CONSTRUCTION Construction Documents June 30, 2023 REVISIONS No Date Issue 0 CHECKED BY DRAWN BY Checker JERVET El SHEET TITLE ° / SITE DEMOLITION o PLAN - ELECTRICAL ♦IM G SHEET NUMBER nrO ro� A. D F= E 1.0 ° 2023 Hftc —k Design Group 2 L9.0 1 TENNIS COURT O LIGHTING PANEL O TENNIS COURT LIGHTING CONTROL PANEL — —UTILITY POLE 1 I 1 1 0 TENNIS COURT LIGHTING \CONTROLS \ Field #4 SSSS----iiiL EXISTING TENNIS COURT \ \ LIGHT POLES (TYPICAL) \ \ \ Field #3 ii SITE PLAN - ELECTRICAL NC RSA 1, REINSTALL TENNIS COURT LIGHTING PANEL AND TENNIS COURT LIGHTING CONTROL PANEL ON NEW UNISTRUT AND POSTS. PROVIDE NEW WIRING FROM TENNIS COURT LIGHTING PANEL AND TENNIS COURT LIGHTING CONTROL PANEL. 2. REINSTALL TENNIS COURT LIGHTING CONTROLS ON FENCE AT LOCATION COORDINATED WITH OWNER. PROVIDE 314' CONDUIT FROM TENNIS COURT LIGHTING CONTROLS TO TENNIS COURT LIGHTING CONTROL PANEL. CONNECT TENNIS COURT LIGHTING CONTROLS TO CONTACTORS IN TENNIS COURT LIGHTING CONTROL PANEL. 3. INTERCEPT (4) CONDUITS FROM TENNIS COURT LIGHT POLES AND EXTEND TO NEW LOCATION OF TENNIS COURT LIGHTING CONTROL PANEL. ROUTE CONDUITS AROUND NEW TENNIS COURTS. PROVIDE NEW WIRING FROM EXISTING TENNIS COURT LIGHT POLES TO TENNIS COURT LIGHTING CONTROL PANEL. MATCH WIRE SIZE OF EXISTING WIRING TO LIGHT POLES, 4. REINSTALL METER ON UNISTRUT_ PROVIDE 3' CONDUIT FROM METER TO UTILITY POLE FOR NEW SERVICE CONDUCTORS. COORDINATE WITH UTILITY. PROVIDE 4"0 AND 1.6 EGO IN 2' CONDUIT FROM METER TO TENNIS COURT LIGHTING PANEL HITCHCOCK DESIGN GROUP I J 22 E ChicW Avenue Suite 200A NepervIb, IL6" T 630.961.1787 Mcockdaeigngfoup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Beftendorf, IA 52722 T 563.344.0260 PRELIMINARY NOT FOR CONSTRUCTION 1=w Construction Documents August 2, 2023 REVISIONS No QWe Issue y �e r • 7 _- I sv> CHECKED BY DRAWN BY Checker JERVET *IMEG = =�•�-- SHEET TITLE SITE PLAN - ELECTRICAL SHEET NUMBER E201 c 2023 HRcbcoc4 Design Group TENNIS COURT O LIGHTING PANEL O TENNIS COURT LIGHTING CONTROL PANEL O TENNIS COURT LIGHTING CONTROLS 0 S� i1 SITE PLAN - ELECTRICAL ry0 RS � — — — �UTILTY POLE EXISTING TENNIS COURT LIGHT POLES (TYPICAL) Field #3 _ sP REINSTALL TENNIS COURT LIGHTING PANEL AND TENNIS COURT LIGHTING CONTROL PANEL ON NEW UNISTRUT AND POSTS, PROVIDE NEW WIRING FROM TENNIS COURT LIGHTING PANEL AND TENNIS COURT LIGHTING CONTROLPANEL. REINSTALL TENNIS COURT LIGHTING CONTROLS ON FENCE AT LOCATION COORDINATED WITH OWNER. PROVIDE 3/4' CONDUIT FROM TENNIS COURT LIGHTING CONTROLS TO TENNIS COURT LIGHTING CONTROL PANEL, CONNECT TENNIS COURT LIGHTING CONTROLS TO CONTACTORS IN TENNIS COURT LIGHTING CONTROL PANEL. INTERCEPT (4) CONDUITS FROM TENNIS COURT LIGHT POLES AND EXTEN LOCATION OF TENNIS CO TING CONTROL PANEL. CONDUITS AROUND NEW TENNI TS. PROVIDE NEW WIRING FROM NG TENNIS COURT LIGHT POLES NIS COURT LIGHTING CONTROL PANEL. ATCH WIRE SIZE OF EXISTING WIRING TO LIGHT POLES, REINSTALL METER ON UNISTRUT. PROVIDE 3' CONDUIT FROM METER TO UTILITY POLE FOR NEW SERVICE CONDUCTORS. COORDINATE WITH UTILITY. PROVIDE 4N310 AND 1N6 EGC IN 2 CONDUIT FROM METER TO TENNIS COURT LIGHTING PANEL. �IMEG� =�•--m rig 22 E Chicago Avenue Suite 200A NaperiAla IL60M T 830.961.1787 hitchcockdasigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendort, IA 52722 T 563.344.0260 PRELIMINARY NOT FOR CONSTRUCTION Construction Documents June 30, 2023 REVISIONS No Date issue CHECKED BY DRAWN BY Checker JERVET SHEET TITLE SITE PLAN - ELECTRICAL SHEET NUMBER E2.0 02023 Hitchcock Design Group \ 0 \ .rw / ' w ,,, w rS .AIL• — ------ --- —6,E 1 Say E -rs.YS % S# 7973 AIL -7 Prl 2= 07 o \I r•... q I ..... .,..., n — I\ MORILL HOLE) 847.7 r .., r.r ILL HOLE48.8 / - 11 S IN V+•F42.07. (NE) I g<{ IrvV:,.F43. 32 (0 / I I I fi I I I \ 31380NO3 I j+ DRILL HOLE (( — r. DRILL HOLE M^ �- Ma «r,. C \ 647.8 + J"" 64&8 AIII w— ------ ------------------------------- '� No ' x� --- ------ --------�`--"--- __- HORIZONTAL CONTROL -NAD83 POINT# NORTHING FASTING DESCRIPTION 100 616122.5324 2175659.9475 #SREBAR <— �+''/ , i _ a.- 101 �616378.8760 "IIIm75 '1"'136.9862 #5REBAR , . . .rt ' — — 102 04.8400 2175433.9852 #SREBAR 103 2175443.3209 #5REBAR LEGEND O STORM INLET QO SANITARY MANHOLE Dd WATER VALVE 27 HYDRANT IR POWER POLE W/METER E— GUY WIRE M ELECTRIC METER j=( LIGHT POLE r 0 DECIDUOUS TREE CONTROL POINT r BENCHMARK SOIL BORING HOLE f LINE CONTINUATION — SANITARY SEWER —----'--sue s STORM SEWER —w—w WATER LINE —E E UNDERGROUND ELECTRIC --.^.--G-------- CHAIN LINK FENCE 11 z WIRE FENCE ----100---- CONTOUR /WY1'1'WY� TREE LINE NOTES THIS TOPOGRAPHIC SURVEY WAS PREPARED AT THE REQUEST OF, AND FOR THE EXCLUSIVE USE OF XXXXXX. USE BY ANY OTHER PERSON OR ENTRY IS STRICTLY PROHIBITED. HORIZONTAL CONTROL IS BASED ON A STATE PLANE SOUTH 1402 NAD 83. VERTICAL CONTROL IS BASED ON NAVD 88 DATUM. NO INVESTIGATION CONCERNING ZONING FOR CURRENT OR FUTURE USAGE WAS PERFORMED AS A PART OF THIS TOPOGRAPHIC SURVEY. NO INVESTIGATION CONCERNING ENVIRONMENTAL AND SUBSURFACE CONDITIONS, OR FOR THE EXISTENCE OF UNDERGROUND CONTAINERS. STRUCTURES OR FACILITIES WHICH MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY WAS MADE AS A PART OF THIS TOPOGRAPHIC SURVEY. A VISUAL INVESTIGATION WAS MADE AS A PART OF THIS TOPOGRAPHIC SURVEY TO DETERMINE OR SHOW DATA CONCERNING EXISTENCE, SIZE, DEPTH, CONDITION. CAPACITY, OR LOCATION OF VARIOUS UTILITIES OR MUNICIPAL FACILITIES. EXPLORATORY EXCAVATIONS ON SITE TO DETERMINE UTILITY LOCATIONS WERE NOT CONDUCTED. QUALITY LEVEL C IN ACCORDANCE WITH CUASCE 38-02 STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA UNDERGROUND UTILITIES SHOWN ON THIS TOPOGRAPHIC SURVEY ARE APPROXIMATE LOCATIONS ONLY AND SHALL BE VERIFIED BY THE OWNER OR CONTRACTOR. CUASCE 38-02 QUALITY LEVELS QUALITY LEVEL A - PROVIDES THE HIGHEST LEVEL OF ACCURACY BY LOCATING OR POTHOLING UTILITIES IN ADDITION TO QUALITY LEVELS B. C. AND D TASKS. THE LOCATED UTILITY INFRASTRUCTURE IS SURVEYED AND MAPPED TO DEVELOP PLAN AND PROFILE INFORMATION. QUALITY LEVEL B - INVOLVES DESIGNATING THE HORIZONTAL POSITION OF SUBSURFACE UTILITIES THROUGH SURFACE DETECTION METHODS AND RECORDING THE INFORMATION THROUGH A SURVEY METHOD. IN ADDITION TO QUALITY LEVELS C, AND D TASKS. QUALITY LEVEL C - INVOLVES SURVEYING VISIBLE SUBSURFACE UTILITY STRUCTURES SUCH AS MANHOLES, HANDHOLES. UTILITY VALVES AND METERS FIRE HYDRANTS, PEDESTALS, AND UTILITY MARKERS, AND THEN CORRELATING THE INFORMATION WITH THE EXISTING UTILITY RECORDS TO CREATE COMPOSITE DRAWINGS. IN ADDITION TO DUALITY LEVEL D TASKS. QUALITY LEVEL D - INVOLVES COLLECTING DATA FROM EXISTING UTILITY RECORDS, THAT MAY INCLUDE AS -BUILT DRAWINGS, DISTRIBUTION AND SERVICE MAPS, EXISTING GEOGRAPHIC INFORMATION SYSTEM DATABASE, CONSTRUCTION PLANS. ETC. DATABASES, CONSTRUCTION PLANS. ETC. CALL IOWA ONE CALL AT 14100-292-8989 FOR INFORMATION REGARDING UTILITIES OR FACILITIES LOCATED ON OR ADJACENT TO THIS SITE. VERTICAL DATUM - NAVD 88 DATUM DESCRIPTION ELEVATION TBM-1 BOLT BY'A' IN WORD-ANNISTON-ON FH @ NW COR 54840 MAINTENANCE SHED TBM-2 RR SPIKE IN WEST SIDE OF PP W/ TRANS AT SE CDR 650.18 OF PARKING LOT 8 TBM-3 BOLT BY Y IN WORD "VALVE' ON FH 0 SW COR SHED 650,42 @ SW COR TENNIS COVETS GROUPHITCHCOCK 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcodcdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 Stale Street Suke 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents June 30. 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS /SNR SHEET TITLE Existing Conditions Plan SCALE IN FEET 1'=20' 0' 10' 20' 60' NORTH SHEET NUMBER ® L5.0 02023 Hitchcock Design Group Remove and dispose' of old LP concrete base / Remove and i­ dispose of chainlink fence and footings Remove and dispose of asphalt sport court paving Remove and dispose - of Wd LP concrete basal I Remove ands dispose of pickleball nets, posts, and footings yi I I I I I I Remove and disposal of old LP concrete base I Remove and dispose of old LP coop orate base / Remove and 9 do m '•" �.,,:, w,,. _ - L9.0 FENCE wRemoveariddispose,. of concrete-- .. '� »r Remove and dispose o11� of asphalt « 1 �� Remove and dispose of basketball hoc ,.{��. •'-* I w "' I Remove and dispose �7 of old LP concrete ase �..,. _ .... Ica. / 1 , .,l! caw w O fir,'\ ..« l � w.. a 1 • " - . 71 / 1 \l I 2 TREE P 6 TECTION I L9.0 \FENCE ;,%- .... I caw gt�um •...,„ IM ,w 1 Removl ann dispose�,� I of of L poLorete base I... I in I g, d .� emcee and dispose I of old P concrete base it Ss dispose of all tennis nets, posts, r I( r= • / and footings 1 l / Of 1 N / 1 Remove and dispose --- / /of of LP concrete base.., 00 ZK N�-------------------------------------� - ---__' - x30 ----- _--------- --- _, cam ----- __--- ------�---- -- - ,- - / SITE PREPARATION AND REMOVALS NOTES 1. Contractor shall install construction fence at the limits of construction prior to beginning work. Maintain and adjust HITCHCOCK construction fencing as needed during progress of DESIGN' construction. Staging and construction access shall be approved by Owner. GROUP 2. Contractor shall install tree protection fencing as drown on the plans prior to beginning work. Maintain and adjust tree protection fencing as needed during progress of construction. ,....r , „. Storage of materials vehicular access, arid all other construction activities are strictly prohibited within the limits of the tree protection fencing. f y }� 2: i� 3. Plans indicate general location and limits of removals. I ���) Contractor shall perform removals only as necessary for JUL Ot construction of proposed improvements. No additional payments will be made for removals or restoration not required d construct the improvements as drawn and specified Refer to Layout Plan for more specific information regarding proposed-mprovements and verity conditions in 22 E. Chicago Avenue the raid prior to perform g removals Suite 200A 4. Sawcut and remove concrete Paving to nearest joint wnere Naperville, IL 60540 indicated, All saw cats required for removal items to be included in the unit cost of that particular pay item. T 630.961,1767 5 Tree slumps shall be ground to a minimum depth of 19- hitchcockd"igngroup.Com below existing grade or as required to property perform the work. PREPARED FOR 6. Remove and dispose of turf where planting beds are designated. Refer to Planting Plan for limits of proposed City of Iowa City landscape improvements. 7. Where turf or plantings are proposed in existing paved areas, remove all base material. 220 Gilbert Street, 8. Remove all utilities designated for removal to extent required Iowa City, IA, 52240 for improvements, unless otherwise noted. Cap ends of any remaining underground conduit and piping, and pull all electrical wire out at source. PROJECT 9. Items indicated for Removal shall include complete removal Mercer Park of above grace item and below grade appunances (foundations, urban fill, wiring, piping. etc.) including disposal off-sde following applicable codes and ordinances, unless otherwise shown on the plan°. / City Park 10.Items indicated as Remove and Salvage shall include careful protection removal and storage of to 5. For reinstall tem5 1317 Dover Street, Contractor shall store during con tru uon. All other Salvage Iowa City, IA, 52240 Hems shall be delivered to local indicated by owner y unless otherwise shown on the plans, / 11, Contractor to protect all exsbng utilNes and all other site 200 Park Road, features not designated for removal. Contractor is he pona6ke for replacing/repimg any existing utilities or Iowa City, IA, 52246 other site natures damaged during construction to the original condition at no cost to the Owner. 12. Contractor responsible for maintaining existing utility services (electrical, sanitary, storm) during construction unless CONSULTANTS otherwise indicated in the Contract Documents. Engineering and Elecblc 13.Comractor shall coodmate all work so public sidewalk IMEG Corp. remains open throughout construction . 1717 State Street Suite 201 14. Refer to civil and electrical plans for additional utility Bettendorf, IA 52722 adjustments and removals. T 563.344.0260 15. Refer to specthcabons for additional conditions, standards and notes SITE PREPARATION AND REMOVALS LEGEND Remove and dispose concrete paving and gravel base. Remove subgrade material as needed. ®Remove and dispose asphalt peeing and gragravelse ba. Remove SUbgrDgrade material as needed. ® Remove and rode ma erPhan sport ncourt . paving. subgreae material to remain. .6f Tree Protection Fence (X 1X 1// Item to be removed Construction Documents XX.�]]CC June 30,2023 Remove and dispose M tenmsfpickleball net, REVISIONS � ^ - posts. and footings - V Remove and dispose of chain link fence and No Date Issue footings. CHECKED BY DRAWN BY EFH/ARH CAS/SNR SHEET TITLE Site Preparation And Removals Plan SCALE IN FEET 1._20, 0' 10' 20' 60, NORTH SHEET NUMBER L6.0 .2023 Hitchcock Design Group LAYOUT NOTES i. Contractor responsible for field layout of all new Improvements. Digital files of geometric information will be provided upon request in AutOCAD formal No additional payment will be made for adjustments necessary to construct the work as drawn. 2. Contractor responsible to coordinate work in order to obtain f . 3 approval of all layout by Owners Representative prior to construction No additional payment will be made to correct work if constructed incorrectly without pre-appmval by Owners Representative. 3. Contractor responsible to maintain all layout stakes during q +� }} �q �'q X s — f N f`:'.1 2: t [ � i 3 L7 iiL..,, I 1 I `J t k 717 j JUL construction No additional payment will be made to replace layout Stakes. 4. Place stakes at edges of sport courts, fields, limits of playground, shelter, and every 25 feet on center along - enterlme of all pathways for review by the Owners - - Representative prior to earthwork operations. 5. All walls are dimensioned to Face of Wall unless otherwise . - - noted. 6. All dimensions from roadway are from Back of Curb unless otherwise noted. 7. All curves and ratio to be smooth and not segmented. 8. Contractor to provide layout stakes every 10 feet minimum for large arcs where radius points are not accessible. 9. Adjustment to stake locations due to discrepancies between coordinates.. dimensions is incidental to the contract. No additional payments will be made for this work. 10. All roadway widths are measured from edge of pavement to edge of pavement unless otherwise shown on the plans. 11. Contractor responsible to take delivery, assemble and install all materials and furnishings per manufacturer's instructions. 12.Place control and expansion joints as shown on plans and details for all curbs, walks, walls, steps, and concrete paving. Where joints are not shown, place control joints a maximum of 10 feet on center, expansion pints a maximum of 30 feet on center, and between all separate pours. 13. Contractor will maintain use zone requirements within soft surfacing; no use zone; will overlap or be tangent unless noted. Adjust playground bamer cum and/or adjacent paying as needed to accommodate play equipment fall zones. 14, Coordinate locafion of storm line with playground footings and obtain Owners approval prior to installation. 15. Layout of soft surface shall be verified in field by landscape t architect. 16. Refer to specifications for additional conditions, standards and notes. LAYOUT LEGEND Expansion Joint Concrete Paving Asphalt Paving Soon Court Paving HITCHCOCK DESIGN" GROUP: I 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 h itchcockdesig ng roup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents June 30, 2023 REVISIONS No Dale Issue CHECKED BY DRAWN BY EFH/ARH CAS/SNR SHEET TITLE Layout And Materials Plan SCALE IN FEET 1"=20' 0' 10' 20' 60' NORTH SHEET NUMBER ® L7.0 c2023 Hitchcock Design Group mot. t Approximate turf seed limit line, typ. Turf seeding, typ. - ;Sw; -.st,'.02 i n 11 '50 > R yx � T 117 _ _. 1 � \ \4I`1�.'r —r ��z:�.-js....•",+`"a,. y� � tr�. r,,,a, 'r—'�'--F-=w--' �Y � —.S rx �.' _ Y PLANTING NOTES 1. Seed/Sod limit line is approximate. Seed/Sod to limits of grading and disturbance. Contractor responsible for HITCHCOCK restoration of any unauthorized disruption outside of DESIGN' designated construction area. • • a 2. Contractor responsible for erosion control in all seeded/sodded areas. 3. Tree mulch rings in turf areas are 5 foot diameter, typical. Contractor shall pmvide a mulch ring around all existing trees within the limit of work. Remove all existing grass from area to be mulched and provide is typical v-trench edge. 4. Redlines are to be spade cut to a minimum depth of 3 inches unless otherwise shown on the plans. Curved bedlines are to I be smooth and not segmented. 5. Do not locale plants within 10' of utility stmctures, or within 5' horizontally of undergmgnd utility lines unless otherwise shown on the plans. Consun with Landscape Architect If 22 E. Chicago Avenue these condition exist Suite 200A 6, FOR LUMP SUM CONTRACTS, Plants and other materials Naperville, IL 60540 are quantified and summarized for the convenience of the T 630.961.1787 Owner and jurisdictional agencies only. Confine and install sufficient quanities to complete the work as drawn and hitchcockdesigngroup.com specified. No additional payments will be made for materials required to complete the work as drawn and specked. 7. FOR UNIT PRICE CONTRACTS, Payments will be made PREPARED FOR based on actual quantities installed as measured in place by the Owners Representative. /'� City of Iowa City 7 8. Refer to specifications for additional conditions, standards and notes. 220 Gilbert Street, PLANTING LEGEND Iowa City, IA, 52240 ----------- Approximate Turf Seed Limit Line Turf Seed PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric t.a.! ]MEG Corp. r. 1717 Sta Street Suite 201 Bet j-% IA 52722 44 .0260 4l l 7 Xits +. cyY t y�rY Construction Documents June 30, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS/SNR SHEET TITLE Planting Plan SCALE IN FEET 1"=20' 0' 10' 20' 60' NORTH SHEET NUMBER ® L8.0 c2023 Hitchcock Design Group PLANTING NOTES J ° t Seed/Sod and line is approximate Se"Sod to limits of grading and disturbance. Contractor responsible for restoration of any unauthomed disruption outside of /.4.-._� designated construction area. 2. Contractor responsible for erosion control in all - / I seededrsodded areas. P M gg S free mulch cn rings n areare s toot diameter, typical. Contractor spall provide a mulch ring around all existing ..w�.w ... - , (jj - « c•%-.v tree a limi of work. Remove al existingm m s 0 be mulched and provide a typical .trench edge. Bedllnes are to be spade cut to a minimum depth of 3 inches ' Q i FF 2` �`•."-. <-J - _ '�-/" 13 unless otherwise shown on the plans. Curved bedlines are to / �•.;,••'• �: i 7., ,,..,, 0 Q be smooth and not segmented. TI i jJ () f j": • . .. yl"s.. \ s. Do rot locate plants within 10' of utility structures, or within s• ton—u,y of underground Wily lines unless olherwise .. - 3 - shown on the plans. Consun with Landscape Architect it R.r` ,- „� �.. f .. these conditions exist. -' E '' :4, '°C�• I _, �, Ii - --' : 1 ti 1 8. FR LUMP SUM CONTRACTS, Plants and other materials O A;;7 are quantified and summarized for the convenience of the prr' tt � cjYl .. I I - Owner and jurisdictional agencies only. Confirm and install sufficient quantities to cemplete the work asrawn dand specified. No additional payments will be made for materials required to complete the work as drawn and specified. i Approximate turf seed , - � -" �-•� • �`�•, :� r.�i - � 7. FOR UNIT PRICE CONTRACTS Payments will be made limit Ilne, typ. - F1 J ' ' - the OwnersRepresentativefled as measured p y - b actual quantities sta in lace b Turf seeding, typ. 8. Refer to specifications for additional conditons standards and notes. PLANTING LEGEND I >t Ten seed j N I I- { I NV=E4202 (SW) w Nv=E42.02 (N!) 04 1 r x. \ i T-+t. j - HITCHCOCK DESIGN GROUP 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 h itchcockdes ig ng roup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, U152722 T 563.344.0260 Construction Documents June 30, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS /SNR SHEET TITLE Planting Plan SCALE IN FEET 1'=20' 0• 10' 20' 60' NORTH SHEET NUMBER ® L8.0 02023 Hitchcock Desgn Group GENERAL NOTES 1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY I. WITH THE IOWA CT' DESIGN AND SPECIFICATIONS, LATEST EDITION, AND THE STANDARDS OF THE IOWA DEPARTMENT OF NATURAL RESOURCES, LATEST EDITION. 2, 2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS, AND FIELD INVESTIGATION. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR 3. SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. 3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE 4. PROPERLY DISPOSED OF OFF -SITE UNLESS NOTED. 5. 4 THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE. 5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES. COMPRESSING STRENGTH SHALL BE 40WPSI IN 28 DAYS, AIR ENTRAINMENT SHALL BE BETWEEN 5 % AND 8% AND SLUMP SWILL BE 4 INCHES OR LESS ALL AS MEASURED BY THE APPROPRIATE ASTM METHODS. 6. REINFORCING STEEL SHALL BE ASTM CERTIFIED 60KSI TENSILE STRENGTH. REINFORCING STEEL SHALL BE M4 SIZE UNLESS OTHERWISE SPECIFIED. HANDRAILS. BOLLARDS, AND OTHER APPURTENANCES SHALL BE INSTALLED PER 7. PLAN AND MEET JURISDICTIONAL REQUIREMENTS. 6, CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY CONTRACTOR ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. ALL WASTE MATERIAL, CONCRETE WASHOUT, LANDSCAPE WASTE AND BUILDING MATERIAL SHALL BE REMOVED. SOIL SHALL BE REMOVED FROM PAVED AREAS AND THE PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER. 7. ALL EXISTING FOUNDATIONS WITHIN THE FINAL PAVED AREAS SHALL BE REMOVED TO FULL DEPTH 8. 9. GRADING NOTES 10. 1. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 2. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR TOP OF PAVEMENT UNLESS OTHERWISE STATED. It. 3. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS. DO NOT ALLOW WATER TO POND ON PROPERTY. 12. 4. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE SCARIFIED TO A DEPTH OF 9 INCHES AND RE -COMPACTED TO 96% DENSITY. ANY UNSUITABLE 13. SOILS FOUND AT THIS TIME SHALL BE DRIED AND RECOMPACTED OR REMOVED IF REQUIRED COMPACTION CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE SCARIFIED TO A DEPTH OF 9 INCHES AND RE -COMPACTED TO 95% DENSITY. 5. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS PLACED IN LOOSE LIFTS OF 9 INCHES OR LESS AND COMPACTED TO AT LEAST 95% OF THE MATERIALS MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698) IN ALL PAVEMENT, BUILDING ADDITION AND ATHLETIC FIELD AREAS. THE COMPACTION WILL BE FIELD TESTED BY A SOILS ENGINEERING CONSULTANT REPRESENTING THE OWNER. 6. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING. INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT. 7. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL BE SEEDED ACCORDING TO A RECOMMENDED SEEDING MIX BY THE LANDSCAPER AND COVERED WITH EROSION CONTROL BLANKETS OR AS DIRECTED BY PLAN DOCUMENTS. 8. CONTRACTOR SMALL ADHERE TO THE IOWA CITY EROSION AND SEDIMENT CONTROL REGULATIONS AND THE STATE OF IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL. 9. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE LEFT WITH 6 INCHES OF TOPSOIL WHEN MASS GRADING ACTIVITIES ARE COMPLETE. ®IMEG:=�_ EROSION CONTROL NOTES EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING OPERATIONS WHERE POSSIBLE. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFFSITE TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY SEDIMENT DEPOSITED ON PUBLIC ROADS SHALL BE REMOVED BY SHOVELING OR STREET CLEANING BEFORE THE END OF EACH WORKING DAY. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL LOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED. ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDED FOR LONGER THAN 7 DAYS (SUCH AS WINTER SHUTDOWN), THE CONTRACTOR SHALL INITIATE SEEDING ON ALL AREAS DISTURBED IMMEDIATELY OF THE LAST DISTURBANCE. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND OF GRASS OF UNIFORM COLOR AND DENSITY TO THE SATISFACTION OF THE ENGINEER. CONTRACTOR SHALL ADHERE TO THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE ) PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THE REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSION DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTIL SILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND VEGETATION ESTABLISHED. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH PRECIPITATION EVENT AND REPLACED OR REPAIRED AS NECESSARY. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHEN SILT BUILDS UP TO WITHIN ONE FOOT OF THE TOP OF THE SILT FENCE. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFFSITE. WASHOUT SHOULD BE FILLED IN AND SEEDED. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH ADJACENT SEED MIXTURE OR IN -KIND. THERE ARE NO EXPECTED DOWNSTREAM IMPACTS OTHER THAN THOSE ALLOWED PER ORDINANCE (2 YEAR, PRE -DEVELOPED RATE OF RELEASE) UTILITY NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING UTIUTIES AND PAVED STREETS. INCLUDING ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE ENGINEER IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO EXISTING UTILITIES AND/OR PAVED STREETS CAUSED BY TRENCHING AND GRADING OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. 2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED PARTIALLY IN THE FIELD AND PARTIALLY FROM REVIEW OF EXISTING PUBLIC RECORDS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT EACH UTILITY COMPANY FOR THE FIELD LOCATION OF THEIR EXISTING LANES IN OR NEARBY THE CONSTRUCTION AREA PRIOR TO BEGINNING ANY CONSTRUCTION. 3. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE. 4. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 5. WATER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL WATER COMPANY STANDARD SPECIFICATIONS FOR WATER MAIN CONSTRUCTION. 6. ALL WATER MAIN SHALL HAVE A MINIMUM COVER OF 5 FEET 7. MAINTAIN 18 INCHES VERTICAL SEPARATION (OUTER EDGE TO OUTER EDGE) BETWEEN WATER MAIN AND SEWER. 8. NITRILE GASKETS SHALL BE USED WHERE WATER MAIN CROSSES BELOW STORM SEWER. 9, UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION METHODS INCLUDING RACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL MATERIAL SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION FOR STRENGTH, MATERIAL TYPE AND CONFORMITY WITH THE EXISTING SYSTEM. SEWER LINES SHALL BE CONSTRUCTED STRAIGHT TO THE SPECIFIED LINE AND GRADES. MANHOLES, STORM INLETS, VALVE BOXES AND APPURTENANCES SHALL BE ADJUSTED TO GRADE OR PER PLAN PRIOR TO SEEDING/LANDSCAPING ACTIVITIES. UP Know what's below. Call before you dig. HORIZONTAL CONTROL - NAD 83 POINT # NORTHING EASTING DESCRIPTION 100 616122.5324 2175659.9475 # 5REBAR 101 616558.8975 2175766.9862 # 5REBAR 102 616104.8400 2175433.9852 # 5REBAR 103 616378.8760 2175443.3209 # 5REBAR VERTICAL DATUM - NAVD 88 DATUM DESCRIPTION ELEVATION BOLT BY "A" IN WORD "ANNISTON" ON FH @ NW COR TBM-1 MAINTENANCE SHED 648.40 RR SPIKE IN WEST SIDE OF PP W/ TRANS AT SE COR TBM-2 OF PARKING LOT 8 650.18 BOLT BY "V" IN WORD "VALVE" ON FH @ SW COR SHED TBM-3 @ SW COR TENNIS COVETS 650.42 S - S .. 3 y . of �X � !y SITE CONTROL SCALE: 1'. 100- LEGEND PROPOSED EXISTING ® Q STORM MANHOLE O STORM INLET • O STORM INLET STORM DOUBLE INLET d FLARED END SECTION I] DOWNSPOUT O OO SANITARY MANHOLE SANITARY/STORM CLEANOUT ® UNKNOWN MANHOLE N D4 WATER VALVE » 15 HYDRANT ® ® WELL 10 SPRINKLER BOX ® ® WATER METER 6 WATER SERVICE t POWER POLE POWER POLE W/ LIGHT POWER POLE W/ METER E- GUY WIRE s GUY POLE ® ELECTRIC MANHOLE © © ELECTRIC PEDESTAUTRANSFORMER ® ELECTRIC METER 4 o TELEPHONE POLE Q CD TELEPHONE MANHOLE Q TELEPHONE PEDESTAL 0 fOJ UTILITY MANHOLE ❑H H❑ HANDHOLE ® ® GAS VALVE )K Jj LIGHT POLE O VAPOR LIGHT ® LIGHT JUNCTION BOX SIGN - FLAGPOLE ® POSTBOLLARD ,r trro CONIFER TREE 12- ( ) DECIDUOUS TREE � <<- -G-G- -T-T- -UT-UT- -O------- O 1D0 . . U,- BUSHISHRUB TREE STUMP CONTROL POINT f BENCHMARK /1 SOIL BORING HOLE ® R.O.W. MARKER, FOUND ® RAILROAD SPIKE. FOUND O PIPE, FOUND E CONCRETE MONUMENT, FOUND 100.00' MEASURED DIMENSION (100.00.) RECORDED DIMENSION .100.00 SPOT ELEVATION Tc-100.00 FL-100.00 GRADE LABEL 1-0% DRAINAGE SLOPE J LINE CONTINUATION SURVEY BOUNDARY PROPERTY LINE - CENTERLINE . ............................... HISTORICAL LINE - AS NOTED - - - - - - - EASEMENT LINE - - - - - SECTION LINE - - - R.O.W. LINE - - SETBACK LINE - < (------ < (- FORCE MAIN - SANITARY SEWER �---o-o- STORM SEWER PIPE UNDERDRAIN -W-W WATER LINE -OE-oE- OVERHEAD ELECTRIC -E-E- UNDERGROUND ELECTRIC -G-G GAS LINE -T-T- TELEPHONE LINE -uT-uT- UTILITY LINE - EDGE OF WATER LINEIDITCH FLOWLINE O O CHAIN LINK FENCE -/-/ SILT FENCE ----100---- CONTOUR -emu GUARD RAIL . rYWWYYYI. TREE LINE FLOOD PLAIN FLOODWAY - - - - - CONSTRUCTION LIMITS HITCHCOCK DESIGN •• • 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 / 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents April 27,2023 REVISIONS No Date Issue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE CIVIL NOTES AND LEGEND SCALE IN FEET NORTH SHEET NUMBER ❑ C100 02023 Hitchcock Deign Group GENERALNOTES 1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY 1. WITH THE IOWA CITY DESIGN AND SPECIFICATIONS, LATEST EDITION, AND THE STANDARDS OF THE IOWA DEPARTMENT OF NATURAL RESOURCES, LATEST EDITION. 2, 2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS, AND FIELD INVESTIGATION. THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR 3. SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. 3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE 4. PROPERLY DISPOSED OF OFFSITE UNLESS NOTED. 5. 4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE. 5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES. COMPRESSING STRENGTH SHALL BE 4000PSI IN 28 DAYS, AIR ENTRAINMENT SHALL BE BETWEEN 5 % AND 8% AND SLUMP SHALL BE 4 INCHES OR LESS ALL AS MEASURED BY THE APPROPRIATE ASTM METHODS. 6. REINFORCING STEEL SHALL BE ASTM CERTIFIED 60KSI TENSILE STRENGTH. REINFORCING STEEL SHALL BE #4 SIZE UNLESS OTHERWISE SPECIFIED. HANDRAILS, BOLLARDS, AND OTHER APPURTENANCES SHALL BE INSTALLED PER 7. PLAN AND MEET JURISDICTIONAL REQUIREMENTS. 6. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY CONTRACTOR ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ALL WASTE MATERIAL, CONCRETE WASHOUT, LANDSCAPE WASTE AND BUILDING MATERIAL SHALL BE REMOVED. SOIL SHALL BE REMOVED FROM PAVED AREAS AND THE PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER. 7. ALL EXISTING FOUNDATIONS WITHIN THE FINAL PAVED AREAS SHALL BE 8. REMOVED TO FULL DEPTH 9. GRADING NOTES 10. 1. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 2. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR TOP OF PAVEMENT UNLESS OTHERWISE STATED. 11, 3. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS. DO NOT ALLOW WATER TO POND ON PROPERTY. 12. 4. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE SCARIFIED TO A DEPTH OF 9 INCHES AND RE -COMPACTED TO 95% DENSITY. ANY UNSUITABLE 13. SOILS FOUND AT THIS TIME SHALL BE DRIED AND RECOMPACTED OR REMOVED IF REQUIRED COMPACTION CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE SCARIFIED TO A DEPTH OF 91NCHES AND RE -COMPACTED TO 95% DENSITY. 5. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS PLACED IN LOOSE LIFTS OF 91NCHES OR LESS AND COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698) IN ALL PAVEMENT, BUILDING ADDITION AND ATHLETIC FIELD AREAS. THE COMPACTION WILL BE FIELD TESTED BY A SOILS ENGINEERING CONSULTANT REPRESENTING THE OWNER. 6. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REWIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT. 7. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL BE SEEDED ACCORDING TO A RECOMMENDED SEEDING MIX BY THE LANDSCAPER AND COVERED WITH EROSION CONTROL BLANKETS OR AS DIRECTED BY PLAN DOCUMENTS. 8. CONTRACTOR SHALL ADHERE TO THE IOWA CITY EROSION AND SEDIMENT CONTROL REGULATIONS AND THE STATE OF IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL. 9. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE LEFT WITH 6 INCHES OF TOPSOIL WHEN MASS GRADING ACTIVITIES ARE COMPLETE. IMEG a _ p' EROSION CONTROL NOTES EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING OPERATIONS WHERE POSSIBLE. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFF -SITE TRACKING OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY SEDIMENT DEPOSITED ON PUBLIC ROADS SHALL BE REMOVED BY SHOVELING OR STREET CLEANING BEFORE THE END OF EACH WORKING DAY. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL LOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDED FOR LONGER THAN 7 DAYS (SUCH AS WINTER SHUTDOWN), THE CONTRACTOR SHALL INITIATE SEEDING ON ALL AREAS DISTURBED IMMEDIATELY OF THE LAST DISTURBANCE. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND OF GRASS OF UNIFORM COLOR AND DENSITY TO THE SATISFACTION OF THE ENGINEER. CONTRACTOR SHALL ADHERE TO THE IOWA CONSTRUCTION SITE EROSION CONTROL MANUAL. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE I PRIOR TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THE REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSION DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTIL SILT FENCE OR OTHER MEASURES MAY BE INSTALLED AND VEGETATION ESTABLISHED. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH PRECIPITATION EVENT AND REPLACED OR REPAIRED AS NECESSARY. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHEN SILT BUILDS UP TO WITHIN ONE FOOT OF THE TOP OF THE SILT FENCE. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF -SITE. WASHOUT SHOULD BE FILLED IN AND SEEDED. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH ADJACENT SEED MIXTURE OR IN -KIND. THERE ARE NO EXPECTED DOWNSTREAM IMPACTS OTHER THAN THOSE ALLOWED PER ORDINANCE (2 YEAR, PRE -DEVELOPED RATE OF RELEASE) UTILITY NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACT TO PROTECT ALL EXISTING UTILITIES AND PAVED STREETS, INCLUDI ANY NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL VE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY THE EN ER IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY DAMAGE TO TANG UTILITIES AND/OR PAVED STREETS CAUSED BY TRENCHING AND DING OPERATIONS SHALL BE REPAIRED /CONTRRACTOFVSCONTRACTOR'S EXP SE. EXISTING UTILITY LOCATIONS SHOWN ONWINGS ARE APPR MATE. 2. ALL EXISTIRGROUND TIES SHOWN WERE LOCATED PARTIALLY IN THE FIELD TIALLY FR REVIEW OF EXISTING PUBLIC RECORDS. IT IS THE RESPTY OF E CONTRACTOR TO CONTACT EACH UTILITY COMPANY FIEL OCATION OF THEIR EXISTING LINES IN OR NEARBY THE CONSTA PRIOR TO BEGINNING ANY CONSTRUCTION. 3. THE CONTSHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING IMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRINGAGE. XTHEATIONS OF THOSE BURIED AND ABOVE GROUND UTILMES SHOWN ARE MATE,ARESHOWNFORCONTRACTORINFORMATIONALUSE ONLY,AND TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED E OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION, IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITY MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. S. WATER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL WATER COMPANY STANDARD SPECIFICATIONS FOR WATER MAIN CONSTRUCTION. 6. ALL WATER MAIN SHALL HAVE A MINIMUM COVER OF 5 FEET 7. MAINTAIN 18 INCHES VERTICAL SEPARATION (OUTER EDGE TO OUTER EDGE) BETWEEN WATER MAIN AND SEWER. 8. NITRILE GASKETS SHALL BE USED WHERE WATER MAIN CROSSES BELOW STORM SEWER. 9. UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION METHODS INCLUDING BACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL BE AS SPECIFIED ON THE PLANS. ALL MATERIAL SHALL MEET THE REQUIREMENTS OF THE LOCAL JURISDICTION FOR STRENGTH, MATERIAL TYPE AND CONFORMITY WITH THE EXISTING SYSTEM. SEWER LINES SHALL BE CONSTRUCTED STRAIGHT TO THE SPECIFIED LINE AND GRADES. MANHOLES, STORM INLETS, VALVE BOXES AND APPURTENANCES SHALL BE ADJUSTED TO GRADE OR PER PLAN PRIOR TO SEEDINGMNDSCAPING ACTIVITIES. n i € ice, Know what's below. Call before you dig. HORIZONTAL CONTROL - NAD 83 POINT # NORTHING EASTING DESCRIPTION 100 616122.5324 2175659.9475 # 5REBAR 101 616558.8975 2175766.9862 # 5REBAR 102 616104.8400 2175433.9852 # 5R 103 616378.8760 2175443.3209 # 5REBAR VERTICAL 5M - NAVD 88 DATUM DESCRIPTION ELEVATION TBM-1 BOLT "A" IN WORD "ANNISTON" ON FH @ NW COR 648.40 MA11'VTENANCE SHED TBM-2 RR SPIKE IN WEST SIDE OF PP W1 TRANS AT SE COR 650.18 OF PARKING LOT 8 TBM-3 BOLT BY "V" IN WORD "VALVE" ON FH @ SW COR SHED 650.42 @ SW COR TENNIS COVETS PROJECT LOCATION cP^W T .. SITE CONTROL SCALE: 1' Y28.084 arm .� PROPOSED 4) M 0 N Y t 0 10 In 0 0 O O x LEGEND EXISTING E3 O d 0 0 o STORM MANHOLE STORM INLET STORM INLET STORM DOUBLE INLET FLARED END SECTION DOWNSPOUT ,SMRfARY/STORM CLEANOUT UNKNOWN MANHOLE WATER VALVE HYDRANT WELL SPRINKLER BOX WATER METER WATER SERVICE POWER POLE POWER POLE W/ LIGHT POWER POLE W/ METER GUY WIRE GUY POLE ELECTRIC MANHOLE ELECTRIC PEDESTAUTRANSFORMER ELECTRIC METER TELEPHONE POLE TELEPHONE MANHOLE TELEPHONE PEDESTAL UTILITY MANHOLE HANDHOLE GAS VALVE LIGHT POLE VAPOR LIGHT LIGHT JUNCTION BOX SIGN FLAGPOLE POST/BOLLARD CONIFER TREE DECIDUOUS TREE BUSHSHRUB TREE STUMP .3. CONTROL POINT - BENCHMARK S SOIL BORING HOLE ® R.O.W. MARKER, FOUND ® RAILROAD SPIKE, FOUND Q PIPE, FOUND 2 CONCRETE MONUMENT, FOUND 1Do.0o' MEASURED DIMENSION (100.00') RECORDED DIMENSION •100.00 SPOT ELEVATION TC-100.00 FL-100.00 GRADE LABEL ty DRAINAGE SLOPE J LINE CONTINUATION SURVEY BOUNDARY PROPERTY LINE - - CENTERLINE ............... HISTORICAL LINE - AS NOTED - - - - - - - - - - - - - - EASEMENT LINE - - - - - SECTION LINE - - - - R.O.W. LINE - - - - - - - - - - SETBACK LINE - <---- - <<- «(- FORCE MAIN -«- -��-<- SANITARY SEWER - _- STORM SEWER - _ PIPE UNDERDRAIN -y/----W -W-W WATER LINE -OE -OE- --- oE-0E- OVERHEAD ELECTRIC -E-E- -E-E UNDERGROUND ELECTRIC -G-G -G-G GAS LINE -T-T- -T-T- TELEPHONE LINE -UT -UT- --UT-UT- UTILITY LINE -... -... EDGE OF WATER LINEIDITCH FLOWLINE O- O O O CHAIN LINK FENCE -/-/- -/-/ SILT FENCE 100 ----100---- CONTOUR GUARD RAIL .rWy-Y-v-YVY�. TREE LINE FLOOD PLAIN FLOODWAY - - CONSTRUCTION LIMITS HITCHCOCK •• • tt 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesi gngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorl', IA 52722 T 563.344.0260 Construction Documents April 27, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE CIVIL NOTES AND LEGEND SCALE IN FEET NORTH SHEET NUMBER ❑ C1.0 02023 Hitchcock Design Group ti�IRII HOLE 64&8 DOOR SILL-6 L DOOR SILL=648 83 zz No wm 10 FPCC 9DEWAIK IN MATCH SOEWALK TO EXISTING ELEVATIONS a Know what's below. Ca I I before you dig. 20 D.. SCALE: 1-20' HIICHCOCII DESIGN GROUP 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcDckdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettenclorf, IA 52722 T 563.344.0260 ct) > Z_- Construction Documents April 27, 2023 REVISIONS No Date IIssue I CHECKED BY DRAWN BY RJJ LKS SHEET TITLE SITE LAYOUT AND PAVING PLAN SCALE IN FEET MM%M=� NORTH SHEET NUMBER ❑ C-200 02023 Hitchcock Design Group U � 2 Z F� N J X � W m 20 40 1'=20' HITCHCOCK GROUPDESIGK Ali 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineenng and Elecirk IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents April 27, 2023 REVISIONS No Date lIssue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE SITE LAYOUT AND PAVING PLAN SCALE IN FEET NORTH SHEET NUMBER ❑ C 2.0 02023 Hitchcock Design Group EXCAVATION ELEVATIONS TAKEN FROM GEOTECH REPORT LOCATION HMA(IN) AGG(IN) TOTAL(FT) WIDTH(FT) MAX END AREA (SQFT) LENGTH (FT) VOLUME(CY) NE 5.75 6.5 1.02 150 187.5 240 1666.7 NW 8.75 6.25 1.25 SW 8 6.5 1.21 SE 7.5 6.5 1.17 INCITE: GREEN SPACE IS DEPTH USED FOR ALL CALCS PROPOSED CONDITIONS LOCATION EG SUBBASE FG DEPTH(FT) SECTION DEPTH (FT) DIFFERENCE(FT) AVG DIFFERENCE (FT) NE 647.7 646.45 647.48 1.03 0.75 0.28 0.41 NW 64&8 647.55 648.9 1.35 0'60 SW 64&8 647.55 648.87 1.32 0.57 SE 647.8 646.55 647.49 0.94 0.19 'QUANTITIES SHO►N ARE APPROf01FAIIE AND CONTRACTORS SHOIAD BASE SIDS ON TIER Oft TAKEOFF QUANTITIES PROFILE VIEW OF 22009024.01 NORTH HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 655 650 645 640 635 PRIPOSED GRADE E 1"*G GRADE L ""'FATAL UI IT _¢¢o 100+00 PROFILE VIEW OF 22009024.01 SOUTH COURT HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 555 650 545 640 635 101+00 _ MED GRADE COURT r EMSRNG GRADE . _. sueaASE f sg mm 9 9 9 gg em mY 200+00 201+00 655 650 645 640 655 650 645 640 DOOR g zz € 7f�,,, z (.m -" ' N O wm r Y, CITY }; 10. Know what's below. Call before you dig. 20 0 20 40 SCALE: 1' = 20 ' � t NE ELEVATION SILT FENCE (TYP.) I I eI c.00 I I 1 t I 1 ' r )ETkROTECnON (TYP.) I / c-0oa CONCRETE WASHOUT coo CONSTRUCTION ENTRANCE AND STAGING AREA e L % \�I % t ix 1 IDRILL HOLE M \ N LL HOLE O 647.8 O t / / / /..........i_...._ / - 4Se / ►r --- -T _......_ M } A EELLEVATION 8 +- % p pp ��..II 11 8 IEVATNIN AA�-- / / _ - - �u - - - ,,-- --- ,.., -- 4 HITCHCOCI(�! DESIGK GROUP 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 h itchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 over Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents April 27, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE GRADING PLAN SCALE IN FEET NORTH SHEET NUMBER ❑ C300 02G23 Hitchcock Design Group EXCAVATION ELEVATIONS TAKEN FROM GE lE01 REPORT EXISTING CONDITIONS LOCATION HMA(IN) AGG(IN) TOTAL(FT) WIDTH(FT) MAX END AREA (SQ FT) LENGTH (FT) VOLUME(CY) NE 5.75 6.5 1.02 150 187.5 240 1666.7 NW 8.75 6.25 1.25 SW 8 6.5 1.21 150 SE 7.5 6.5 1.17 PROPOSED CONDITIONS LOCATION EG SUBBASE FIG DEPTH SECTION DEPTH(FT) DIFFERENCE AVG DIFFERENCE NE 647.7 646.45 647.63 1.18 0.75 0.43 0.13 NW 648.8 647.55 648.17 0.62 -0.13 SW 648.8 647.55 648.20 0.65 -0.10 SE 647.8 646.55 647.62 1.07 0.32 'WNITITES 9101101 ARE APPROXIMATE AND CONTRACTORS SHOUD BASE BIDS ON THEIR OWN TAKEOFF QUARTITES PROFILE VIEW OF 22009024.01 NORTH HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 655 550 645 640 835 PnO'OSED Ot EMISTMD. GRAIE L 650 r { ,EWAL 645 640 1OD+00 PROFILE VIEW OF 22009024.01 SOUTH COURT HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' 655 650 645 640 635 -EXISTING GRADE DB.7 _ _ -r TEBUL o n n O e 9 S � � g o n 200+00 201+00 655 O i I I i I I I I I yI I I I I 7913 !Lxl_ -7 P 2: 08 I t 1~ r . a^• C il'DOOR SILL"64 .BS �^ - I I \ \ o g \ 547.8• •� + - g {{ DRILL HOLE M { BQ.7 • • Know what's below. Call before you dig. I I I NE ELEVATION I I I �I 1 1 20 a 20 40 SCALE: 1' = 20 ' SILT FENCE (TYP.) 9 { Y { 1 L INLET /PROTECTION (TYP.) 4 I _ c-0ao � CONCRETE M6,�4 WASHOUT c-4 -CONSTRUCTION ENTRANCE AND STAGING AREA 650 { / I / T 'I I 645 540 DOOR 1 /DRILL HOLE N `\ SE / .•/ / _.. N DRILL HOLE 647.8 Or ` / �O SW O AD- - - - L OI - - - "- - - - �9----- ------_--- ----- 1�_i- - ., _ Wm ------lW- --- ------ --- --- - -�--� --" HITCHCOCK DESIGN- • ' 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdosig ngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents April 27, 2023 REVISIONS No Date ilssue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE GRADING PLAN SCALE IN FEET NORTH SHEET NUMBER ❑ C3.0 02023 Hitchcock Devgn Group NOTES, 1. FOR TWO-WAY TRAFFIC. MINIMUM WIDTH ISM FEET. A MINIMUM OF 4 FEET OF WIDTH SHALL BE ADDED FOR TRAILER TRAFFIC FOR A TWO-WAY ENTRANCE. 2, ROADWAYSHALLFOULOWTHECONTOUROFTHE NATURAL TERRAIN TO THE EXTENT POSSIBLE, I.-- IS MIN—. I� PROFILE VIEW t CONSTRUCTION ENTRANCE N.T.S. / z `FILTER TUBES USED FOR INLET PROTECTION C400 N r s FA HITCHCOCK GROUPDESIGr 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com END OFY UPSLOPE OVERLAP BLANKETS SIDE BY BLANKET IN SIDE USING A 4. OVERLAP WITH PREPARED FOR TRENCH S• WIDE BY UPSLOPE BLANI(ET LAID OVER S'DEEP 1 DONHWOPEBLANKET City of Iowa City OW '(1 y'" 3 2 � 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park City Park OVERLAP OVER DOPSLOPE y RENNET 4' OVER CURE WITH J♦ BLANKET SANDTABLES SECURE WITH BTAPLEa 1317 Dover Street, Iowa City, IA, 52240 BURY TOE OF BIANKET IN TRENCH a• WIDE BY M DEEP 200 Park Road, � TAMP SOIL FIRMLY Iowa City, IA, 52246 F,2• "MIN ,RIN CONSULTANTS Engineering and Electric STAPLES sTAPLEs N IMEG Corp. 1717 State Street Suite 201 ANCHOR SLOT STAPLES SINGLE JOINT PARALLEL OVERLAPS !J �^+ Bett9ryQprt, IA 52722 by ""•`$63.344.0260 DETAIL 1 DETAIL 2 DETAIL 3 t~� I.a• MN.I "MIN, IF I.T— STAPLE DETAIL PUSH PIN DETAIL yy' ^K)TEB iV 1 S— 5 SHALL BE PLACED IN A DIAMOND RATTERN AT 2 PER 5 Y. FOR STICHED BIAN BJ TS. NON-STICHED SHALL USE 4 STAPLES PER S Y.OF MATERAL. THIS EQUATES TO M STAPLES WITH STICHED BLANKET AND 4 STARES WITH NON-STICHED BLANKET PER IM S Y. OF MATERML. 2. STARE OR PUSH PIN LENGTHS SHALL BE SELECTED BASED ON SOIL TYPE MID CONDm S (MINIMUM STAPLE LENGTH IS a•). S. EROSION CONTROL MATERIAL SHALL BE RACED IN CONTACT WITH THE SOIL OVER A PREPARED SEE OBEO. Construction Documents 4, ALL ANCHOR SLOTS SHALLBESTAREDATAPPROXIMATELY 17INTERVALS. April27,2023 S. DETAIL DERNEQ FROM THE ILLINOIS URBAN NANUAL(STANDARD DWG NO. IIRMG T REVISIONS s EROSION CONTROL BLANKET No Date Issue M.T.S. CHECKED BY DRAWN BY RJJ LKS SHEET TITLE CIVIL DETAILS SCALE IN FEET NORTH SHEET NUMBER ❑ C400 Oz...za Ia: ,. , , aI sr,„P NOTES I. FOR TWO-WAY TRAFFIC, MINIMUM WIDTH IS 20 FEET. A MINIMUM OF A FEET OF WIDTH SHALL BE ADDED FOR TRAILER TRAFFIC FOR A T—WAY ENTRANCE 2. ROADWAY SHALL FOLLOW THE CONTOUR OF THE NATURAL TERRAIN TO THE EKTENT POSSIBLE. �IS'MIN. L ZTCLEM STONE S' THICK MI UM _ u Fw �> u PLAN VIEW i IS MINIMUM—�{ PROFILE VIEW 1 CONSTRUCTION ENTRANCE 43 3, OVERLAP TUBE 1' AND SECURE WITH WIRE OR WIRE TIES 0 N.T.S. STATIC SLICE INSTALLATION =8'M11 FENCEPOST FlLTER CLOTH UNDISTRIBUTED ROLL WITH TRACTOR TIMIAT11 ES 16'MIN. HEIGHT OF FILTER CLOTH GROUND __ 1 EMBED FILTER CLOTH MIN. m I 1T INTO GROUND Z 1. FENCE POST TO BE STEEL T OR'U' TYPE OR 2"HARDAeOD. FENCE POSTS ARE TO BE DRIVEN INTO GROUND 18' MIN. AT 10' UM SPACING. 2. FILTER CLOTH TO BE FILTER X. MIRAF1100) ABILINKA T1a0N. CLOTH TO BE FASTENED SECURELY TO FENCE POST EN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHE�EYS L BE OVERLAPPED BV 6' AND FOLDED. 3. MAINTENANCE SHALL BE PES NEEDED AND MATERIAL REMOVED WHEN"BULGES' DEVELOPENCE. 1. ACTUAL LAYOUT DETERMINED IN FIELD 2, THE CONCRETE WASHOUTSIGN SHALL BE INSTALLED WITHIN 30 Fi. OF THE TEMPORARY CONCRETE WASHOUT FACIUTY 0 1MIL SANDBAG MIL LINING 10 MIL PIASTN; LINING WOOD FRAME SECURELY FASTENED 0' MOUND ENTIRE PEWLETER WITH BERM TWO STONES T SECTION A, SECTION B-B NOT TO SCALE NOT TO SCALE LATHS FAGGING ON ALL SIDES SANDBAG 10 MIN I— MINI PLACE CONCRETE BLOCK PERM O O O O B e OR OTHER DEVICE TO PREVENT TUBE FROM D BUGGING INTAKE A O A g STALK CURB IN ET O P) R INLET PROTECTION O O O O TWD-STAONED 10 MIL 2K12 ROUGH PLASTIC LINING 10 MIL PLASTIC LINING PLAN WOOD FAME PLAN NOT TO SCALE NOT TO SCALE ttPE'BELOW GRADE' TYPE ABOVEGRADE' a CONCRETE WASH MANAGEMENT C400 NT 3. _ 7. f � 4 BURY UPSLOPE END OF BLANKET IN TRENCH 6- WIDE BV V DEEP I �<, OVERLAP END OF UPSLOPE BLAHKET <' OVER DOWNSLOM BLANKET AND SECURE WITH STAPLES OVERLAP BLANKETS SIDE BY SIDE USING A V OVERLAP WTTH POPE SLANKET LNDOVER Go—SLOM BLANKET BURY TOE OF BU— IN TRENCH F VADE BY r DEEP T TAMP SOIL FIRMLY b STAPLES STAPlF9 ANCHOR SLOT STARES SINGLE JOINT PARALLEL OVERULPS DETAIL 1 DETAIL 2 DETAIL 3 1' MIN. T— T-T b IP L J— STAPLE DETAIL PUSH PIN DETAIL NOTES: 1. STAPLES 514M1 BE PLACED IN A DIAMOND PATTERN AT 2 PER S.Y. FDA STICHED BLANGETS. NONSTICRED SMALL USE A STAPLES PER S.Y. OF MATERUM_ THIS EQUATES TO=STAPLES WITH STICHED BLANI(ET AND 100 STAPLES WITH NCI BANKET PER IN S.Y. OF MATERIAL. 2, STAPLE OR PUSH PIN LENGTHS SWILL BE SELECTED BASED ON SOIL TYPE AND CONDITIONS (MINIMUM STAPLE LENGTH IS T). 3, EROSION CONTROL MATERIAL SHALL SE RACED IN CONTACT WITH THE SOIL OVER A PREPARED SEEDBED. A. ALL ANCHOR SLOTS SHALL BE STAPLED AT APPRONMATELY ,T INTERVAs. 5. DETAL DERNED FROM THE IUUNOIS URBAN MANUM. (STANDARD DWG NO. IUM3b). rs-*N EROSION CONTROL BLANKET N.T.S. HITCHCOCK DESIGN GROUP _,4better i 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.corn PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents April 27, 2023 REVISIONS No Date Ilssue CHECKED BY DRAWN BY RJJ LKS SHEET TITLE CIVIL DETAILS SCALE IN FEET NORTH SHEET NUMBER ❑ C4.0 02023 Hkdxoc r Design Group 7973 JUL 31 ii AM 11= ? 1 w' 0TREE PROTECTION FENCE trr=t'o• Provide orange plastic bamrade fence on steel posts Metal posts, direct bury } of overall post Locate fence beyond dripline of existing trees to remain, at the edge of proposed improvements, or as shown Notes: 1. Affair trees are safety fenced nothing is to be mixed out, aa, planted, stored, or disturbed Inside the fence. 2. Renave protective fence only after all conswction work has been finished. Joint Sealant Bituminws concrete N �6 3 CONCRETE PAVING - —face worse L9.0 PEDESTRIAN 7W dowel with greased slecentered anal eve aggregate base d 4� on joint, spaced 30" o.c. max. Compacted subgrade O 1 , • Expansion joint filler, full depth 9' 9" 1 EXPANSION JOINT 4 3•=ra 5 .. 5 3•=t-0 CONTROL JOINT control joint, spaced 10' o.c. max. Joint depth to be 1l5 the thwkness of the slab Note. Refer to plans for concrete joint patter. ASPHALT PAVING - PEDESTRIAN wash` -Toes See pane win r,�,sn a�regata subgrbe 3 CONCRETE PAVING - PEDESTRIAN NNCc�ER�p HITCHCOCK GROUPDESIGN I 22 E. Chicago Avenue Suite 200A Naperville, IL60540 T 630.961.1787 hitchcockdesig ngrou p.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents June 30, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS /SNR SHEET TITLE Details SCALE IN FEET as noted NORTH SHEET NUMBER E L9.0 e2023 Hnchwck Design Group P'1 2� 0 nmmummmmmmmmmmir may, T-posts, direct bury 8'-0' Temporary fence Maz. See s for proposed bon Note No disturbance shall occur within the protective fence unless noted on plans. any work to be done whin the protecbve fence shall be accomplished without mechanized equipment. 4 A 00 x Remove protective fence only after all construction work has been brushed. .000 Adjust fence as needed to facilitate bit nst—thon. EMPORARY CONSTRUCTION FENCE vs• - orange s Damcede h Medium broom finish I fence on steel posto,de Corneacted aggregate Metal posts. direct bury J of overall post base course, w-6 Locate fence beyond ddpime of existing Compacted subgade Trees to remain at the edge of Proposed I I improvements, or as shown Notes: i 1. After trees are safely fenced nothing Is to be eked out, cut, planted. stored, or disturbed inside the fence. only aher all 2 Removtion %1 CONCRETE PAVING PEDESTRIAN work hasfence construction work has been finished. V 11/2•=1'-0' P-NN-CIGMERC-03 LVariable size to dripline JointaealaM �r —7Y 3/4' 6 CONCRETE PAVING- TREE PROTECTION FENCE L9.0 PEDESTRIAN A 2 trr=1•-0' • N4 dowel with greased sleeve centered O on joint, spaced 30- o.c. rnax. VARIES a Expansion joint filler, fun depth r.r or 2•z4•wood posb a01 or steel rents polls Irael ra• inisis rcinferttm re 7 9' Non -woven Ras rabic. EXPANSION JOINT a"a`—tp'"'�" 7 r=t•a puN Tooled control joint. spaced 10• o.c. max. .joint depth to be 115 the thickness of the slab Note: Refer to plans for concrete joint pattern. IS ns of boz will vary armd"p � sae of ayer.a sepal of bus. Buse feblc $ CONTROL JOINT 3 FABRIC DROP INLET PROTECTION HITCHCOCK DESIGN GROUP I 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesig ng roup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, LA 52722 T 563.344.0260 Construction Documents June 30,2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS /SNR SHEET TITLE Details SCALE IN FEET as noted NORTH SHEET NUMBER E L9.0 C2023 Hitchcock Design Gra.p 2Q73 ! —7 Pia 2: 08 (f Chainiink Fence Sd,edWe Mwplm NagN Fabt pWpa/ O.gMYMI Fom4 oap, iwmmal pare uu pom lYw Psl aPad9 Top pr CarYNY aaaNn par Tiun paO Va Tura,m,a T-Nbn YlYa FYia �, aoa.,r az ron zaTs• wn m o.c. s«pr. ,.w NON ,ar Nw cwaR.a q,y„ay lb BGA/r aY SOD. Y W tb O.C. 9r iral tAS ,.aS 1.aY Nona Nona GahanQaa Tani ,o po�rY ar roD. Y klv tOO.C. Sw prw +.er ,.ar taY New Nona canannw Fes--- , -W opening � Terminal / Gate post LI ..... - ( .Chain link falonc II II II I� IIIT,nlion band Latch tj2-.7�- .... frarne a r�I IW II I J I I I FI I I I I I 4 FENCE FOOTIP -0. L`�J L`�J L9.2 d.~ 4 FENCE FOOTING 3 CHAIN LINK FENCE _ 2 CHAINLINK DOUBLE SWING GATE - 10' HT. HITCHCOCK GROUPi DESIGN' 22 E. Chicago Avenue Suite 200A Naperville, It. 60540 T 630.961.1787 hitchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 Dover Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf,IA 52722 T 563.344.0260 Construction Documents June 30,2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS /SNR SHEET TITLE Details SCALE IN FEET as noted NORTH SHEET NUMBER ❑ L9.1 Q2023 Hitchcock Design Group Plan A az is Is .!a a Douglas® Premier^' RD Pickleball Post (Model d63071) D—smns: 3. O. D. Color: TBD (Dark Green or Gloss Black) Douglate JTN-3O Plekl"I Net (Mode1820105) Official Sim 21'-B'L x 3'H Product available hom: w douglas-spuds com 800-553-8907 Concrete footing top Set net post inside sleeve Concrete footing bottom Plan B z0^ Net post assembly, set plumb I I (See layout plan for locations) Tennis/Pickleball net SPORT COURT PAVING I n n l I I I jL Concrete footing § Sleeve v B Douglas® Premier^• RD Timms Post (Model"3051) Dimensions: 3' O.D. Color: TBD (Dark Green or Gloss Black) Douglas® TNJ5 Tsnnls Not (Model#20045) Official Size: 42L x 3•E-11 s Center strap anchor. Align pin with tennis net Concrete footing Tennis or pickleball net Sport court color coat to be applied over the top of the concrete footing Center strap and anchor Sleeve • Concrete footing Compacted aggregate base course Compacted aggregate - - base course io i •, '- � �• � Undisturbed subgrade Undisturbed subgrade Net Posts: z•�• dia. Center Strap: Section A - A Section B - B 4 TENNIS AND PICKLEBALL NET AND POSTS a.• - ra' § m �f P � y7 //� �(�) {j''Y) Liquids ap�ied acryhc surface system JUL r t 1 t L- 0 ` BiWm connate surface, course Tack coat Iiduft,10 S concrete binder course Prime to n •. 1 -, n ,1 _ .Cs, , .y b,r . y Aggrega e1 base Compacted subgrade 1 SPORT COURT PAVING E W-W (I cWaha of Imes) Note: € All dimensions are to the outside edge of lines unless noted with a centerline 2" wide lines, white color, typical color A (gray) color B (blue) 41' inside post to inside post 42net height at post 36: net height at center § 100- 10-0' HITCHCOCK DESIGN GROW On Ak) 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 h itchcockdesigngroup.com PREPARED FOR City of Iowa City 220 Gilbert Street, Iowa City, IA, 52240 PROJECT Mercer Park / City Park 1317 over Street, Iowa City, IA, 52240 200 Park Road, Iowa City, IA, 52246 CONSULTANTS Engineering and Electric IMEG Corp. 1717 State Street Suite 201 Bettendorf, IA 52722 T 563.344.0260 Construction Documents June 30, 2023 REVISIONS No Date Issue CHECKED BY DRAWN BY EFH/ARH CAS /SNR SHEET TITLE Details SCALE IN FEET as noted NORTH SHEET NUMBER s TENNIS COURT LAYOUT PICKLEBALL COURT LAYOUT ❑ L 9.2 1/e•= 1'-0' 1I8'= 1'-0' .2023 Hitchcock Design Group FM Prepared by: Ethan Yoder Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319)356-5145 Resolution No. 23-200 Resolution setting a public hearing on August 1, 2023 on project manual and estimate of cost for the construction of the Mercer Park and City Park Court Renovation 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 account #'s R4374 - Mercer Park Ball Diamond Improvements and R4391 - Tennis Court Renovations 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 1st day of August, 2023, at 6:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 2. The City Clerk is hereby authorized and directed to publish notice of the public hearing for the above -named project in a newspaper published at least once weekly and having a general circulation in the City, not less than four (4) nor more than twenty (20) days before said hearing. 3. A copy of the project manual and estimate of cost for the construction of the above -named project is hereby ordered placed on file by the City Engineer in the office of the City Clerk for public inspection. Passed and approved this > > tr day of Jul y , 2023 MaWr ,) Approved by Attest: City tlerk City Attor y's Office (Liz Craig - 07/06/23) It was moved by Dunn and seconded by adopted, and upon roll call there were: Ayes: Nays: Thomas the Resolution be Absent: x Alter Bergus Dunn Harmsen Taylor Teague Thomas P� Mevc���r.�. [C►}c� Pa.c�` CITY CLERK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY IA 522401825 le�, d o el� I-1)Z PRESS -CITIZEN MEDIA PART OF THE USA TODAY NETWORK This is not an invoice # of Affidavits 1 AFFIDAVIT OF PUBLICATION State of Wisconsin County of Brown, ss.: The undersigned, being -first duly sworn on oath, states that the Iowa City Press Citizen, a corporation duly organized and existing under the laws of the -State of Iowa, with its principal place of business in Iowa City, Iowa, the publisher of Iowa City Press Citizen newspaper of general circulation printed and published in the City of Iowa City, Johnson County, Iowa, and tha an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in the Iowa City Press Citizen on the issues dated: Ad No. Start Date: Editions Dated: Order Cost: 0005768060 7/17/23 07/17/2023 $47.14 Copy of Advertisement Exhibit "A" Subscribed and sworn to before me by said affiant this 17 day of July, 2023 NoWy Public q1q. I f/ Commission expires VICKY FELTY Notary Public State of Wisconsin F THE I OWA, ESTED ,en that City of for Manual and are now on file in e City Clerk in the Na City, Iowa, and ;petted by any ins. d persons may meeting of the City purpose of making and comments Project Manual or f making said !yen by order of the I the City of Iowa Is provided by law. ling, City Clerk pe�— Z�'2 I'm Prepared by: Ethan Yoder Engineering Division, 410 E. Washington St., Iowa City, IA 52240, (319) 356-5145 Resolution No. 23-221 Resolution approving project manual and estimate of cost for the construction of the Mercer Park and City Park Court Renovation 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 Mercer Park Ball Diamond #1 Turf Conversion and Tennis Court Renovations accounts #R4374 and #R4391. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: The project manual and estimate of cost for the above -named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above - named project shall be in the amount of 10% (ten percent) of bid payable to 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 1:00 p.m. on the 22"d day of August, 2023. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 6:00 p.m. on the 5t' day of September, 2023, or at a special meeting called for that purpose. Passed and approved this 1 Gr day of August , 2023. I Ma Approved by / Attest: City Clerk City AttorneA Office (Liz Craig - 07/24/2023) Resolution No. 23-221 Page 2 It was moved by Harmsen and seconded by Taylor the Resolution be adopted, and upon roll call there were: Ayes: Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas Ashley Platz From: Cindy Adams <CAdams@mbi.build> Sent: Thursday, August 3, 2023 7:56 AM To: Ashley Platz Subject: Certificate for Notice to Bidders Attachments: We sent you safe versions of your files; 08.03.23 Notice To Bidders.pdf r 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 — Mercer Park/City Park Court Improvements Project Iowa City — North First Avenue Improvements 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): August 03, 2023 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. August 03, 2023 Date President/CEO of The Construction Update Plan Room Network Cindy Adams CCU Lead Project Information Specialist Construction Update Network M (515) 402-9858 i E CAdams*M81.8uiid W www.lowaConstructionUociate.com Effective 5/30/23 Our summers hours begin. 7:30 AM — 4:00 PM DAILY NOTICE TO BIDDERS construction C update 0100 NOTICE TO BIDDERS MERCER PARK/CITY PARK COURT IMPROVEMENTS PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 1:00 P.M. on the 22"d day of August 2023. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the fifth day of September, 2023, or at special meeting called for that purpose. The Project will involve the following: Site preparation, earthwork, erosion control, drainage, asphalt paving, sport court surfacing, concrete paving, fencing, sports equipment, planting, & restoration All work is to be done in strict compliance with the Project Manual prepared by Hitchcock Design Group, of Naperville, Illinois, 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 one (1) year from and after its completion and formal acceptance by the City Council. Mercer Park/City Park Court Improvements Project 0100 — Page 1 of 2 The following limitations shall apply to this Project: Specified Start Date: September 18, 2023 Substantial Completion Date: November 1, 2023 Final Completion Date: May 15, 2024 Liquidated Damages: $500 per day All of the bid items listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date except temperature/weather dependent items. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll -Free: (800) 779-0093. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall list on the Contract its subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK Mercer Park/City Park Court Improvements Project 0100 — Page 2 of 2 o � IOWA LEAGUE Of CITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Mercer Park & City Park Court Renovations Project Classified ID: 111690986986 A printed copy of which is attached and made part of this certificate, provided on 08/03/2023 to be posted on the Iowa League of Cities internet site on the following date: ►&PA1111:a1x3 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 08/03/2023 r�Vv"'r Alan Kemp, Executive Director 0100 NOTICE TO BIDDERS MERCER PARK/CITY PARK COURT IMPROVEMENTS PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 1:00 P.M. on the 22"d day of August 2023. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 6:00 P.M. on the fifth day of September, 2023, or at special meeting called for that purpose. The Project will involve the following: Site preparation, earthwork, erosion control, drainage, asphalt paving, sport court surfacing, concrete paving, fencing, sports equipment, planting, & restoration All work is to be done in strict compliance with the Project Manual prepared by Hitchcock Design Group, of Naperville, Illinois, 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 one (1) year from and after its completion and formal acceptance by the City Council. Mercer Park/City Park Court Improvements Project 0100 — Page 1 of 2 The following limitations shall apply to this Project: Specified Start Date: September 18, 2023 Substantial Completion Date: November 1, 2023 Final Completion Date: May 15, 2024 Liquidated Damages: $500 per day All of the bid items listed in Section 0400 — Proposal shall be completed by the Substantial Completion Date except temperature/weather dependent items. The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll -Free: (800) 779-0093. Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of Inspections and Appeals at (515) 281-5796 and the Iowa Department of Transportation Contracts Office at (515) 239-1422. Bidders shall list on the Proposal the names of persons, firms, companies or other parties with whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract amount(s). The Contractor awarded the contract shall list on the Contract its subcontractors, together with quantities, unit prices and extended dollar amounts. By virtue of statutory authority, preference must be given to products and provisions grown and coal produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa Statutes. The Iowa reciprocal resident bidder preference law applies to this Project. The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities and irregularities. Posted upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK Mercer Park/City Park Court Improvements Project 0100 — Page 2 of 2 2 Prepared by: Ethan Yoder, Engineering Division, 410 E. Washington St., Iowa City, IA 52240 (319)356-5145 Resolution No. 23-238 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the Mercer Park and City Park Court Renovation Project. Whereas, McComas-Lacina Construction LC of Iowa City, Iowa has submitted the lowest responsive, responsible bid of $1,082,697.10 for construction of the above -named project; and Whereas, funds for this project are available in account #'s R4374 - Mercer Park Ball Diamond Improvements and R4391 - Tennis Court Renovations. 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 McComas-Lacina Construction LC, 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 5 th Attest day of September , 2023 or ) �( Approved by , City Clerk Z�1� City AttorneWs Office (Sue Dulek - 08/30/2023) It was moved by 'Taylor and seconded by Dunn the Resolution be adopted, and upon roll call there were: Ayes: X X X X X X Nays: Absent: Alter Bergus Dunn Harmsen Taylor Teague Thomas r 0500 CONTRACT MERCER PARK/CITY PARK COURT IMPROVEMENTS PROJECT CITY OF IOWA CITY This Contract is made and entered into by and between the City of Iowa City, Iowa ("City"), and McComas-Lacina Construction LC ("Contractor"). Whereas, the City has prepared certain Plans, Specifications, Proposal and Contract dated the 1st day of August, 2023, for the Mercer Park/City Park Court Improvements ("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 $ 1,082,697.10 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 former one shall be as binding as if called for by all. c,a ry N) Mercer Park/City Park Court Improvements Project 0500 — Page 1 of 2 3. The names of those persons, firms, companies or other parties, acknowledged by the City, with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows (or shown on an attachment): NAME OF APPROXIMATE SUBCONTRACTORS TYPE OF WORK COSTS IF LVi CC., Iryv CDD Chi DATED this 3ru day of C �e r 20 (The City of Iowa City will date this Contract after all signatures are obtained) City "Contractor y: By: Signature of City Official Signature of Contractor Officer Luc r1 r Printed Nam of City Official ATTEST: Bf City tlerk (for For al Projects only) APPROVED BY: City Attorney's Offi L Scott Wiley Printed Name of Contractor Officer Vice President Title of Contractor Officer ATTEST: By: (Company Official) Mercer Park/City Park Court Improvements Project 0500 — Page 2 of 2 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 Chapter 156. TS 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. `II�Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. VYes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this Aes project. ❑ 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: 12/1/1977 to (mm/dd/yyyy) Dates: (mm/dd/yyyy) to Dates: to Present (mm/dd/yyyy) You may attach additional sheet(s) if needed. Address: 1310 Highland Court City, State, Zip Code: Iowa City., IA 5224n Address: City, State, Zip Code: Address: City, State, Zip Code: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: -1 Does your company's home state or foreign country offer preference to bidders who are residents? ❑ Yes ❑ No If you answered "Yes" to question 2, identify each preference offered by your company's home state-& foreign country and the appropriate legal citation. You may attach additional sheet(s) if needed. tv,� To be completed by all bidders Part D I certify that the stat en made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate a truthf I informatiomay be a reason to reject my bid. Firm Name: Signature: Date: August 22. 2023 Mercer Park/City Park Court Improvements Project 0405 — Page 1 of 2 0520 CONTRACT COMPLIANCE SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to age, color, creed, disability, gender identity, marital status, national origin, race, religion, sex, or sexual orientation. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. Provisions: All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on 0520 — Pages 2 and 3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontracWrs abide by the City's Human Rights Ordinance. The City's protected classes are listet Iowa City City Code Section 2-3-1. --s LA.) J Mercer Park/City Park Court Improvements 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? HR Office, job sites, and MLC breakroom 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Mashell Zimmerman (319)338-1125 Phone Number 1310 Highland Court L.f Street Address Iowa City, Iowa 52240 f City, State, Zip Code Mercer Park/City Park Court Improvements 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? Included on applications and advertisements for job openings. The above responses are true and correctly reflect our Equal Employment Opportunity policies. McComas-Lacina Construction LC a ness Name Signature Scott Wiley Print Name (319)338-1125 Phone Number Vice President Title September 7, 2023 Date Mercer Park/City Park Court Improvements Project 0520 — Page 3 of 6 General Contractors Construction EQUAL EMPLOYMENT OPPORTUNITY STATEMENT It is the policy of McComas-Lacina Construction LC to take affirmative action in affording equal employment and advancement opportunities to all qualified persons without unlawful consideration of race, color, creed, national origin, sex, sexual preference, gender identity, religion, marital status, age, disability or Vietnam Era Veteran, or any other classification protected by federal, state or local laws. McComas- Lacina Construction LC will not unlawfully discriminate. The Company's Equal Employment Opportunity Policy applies to all employment - related policies and practices. This includes, but is not limited to the following: -Recruitment, advertising, hiring and placement -Transfer, upgrade, promotion or demotion -Selection for training and educational programs, including apprenticeship -Rates of pay and/or other forms of compensation -Benefits -Lay-off or termination -Other terms, privileges and conditions of employment It is the further policy of this Company to comply with all provisions of Executive Order No. 11246 of September 24, 1965, as amended and of the rules, regulations, and relevant orders of the Secretary of Labor. Management will continue to be guided and motivated by this Policy and, with tR cooperation of all employees, will actively pursue this responsibility in spirit as well as in f t I I t rt *t iI bl t II cz i po icy o assure equa emp oymen oppo uni y s avai a e o a . McComas-Lacina Construction LC �U w WAGE THEFT AFFIDAVIT 1, Scott Wiley , 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 Vice President [position] of McComas-Lacina Construction LC ["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 McComas-Lacina Construction LC ["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 Mercer Park/City Park Court Improvements Project 0530 — Page 3 of 3 r i ft ��pfflR CITY OF IOWA CITY UNESCO CITY OF LITERATURE 410 East Washington Street Iowa City. Iowa S2240-1826 (319) 356-5000 (319) 356-S009 FAX ENGINEER'S REPORT www.lcgov.org December 3, 2024 Re: Mercer Park and City Park Court Renovations Project Dear City Clerk: I hereby certify that the Mercer Park and City Park Court Renovations Project has been completed by McComas Lacina Construction LC of Iowa City, Iowa, in substantial accordance with the plans and specifications prepared by Hitchcock Design Group. The project was bid as a unit price contract and the final contract price is $1,132,457.12. There was a total of two (2) change or extra work orders for the project as described below: 1) Elevation changes to City Park court and new electrical line $37,916.40 2) Additional sidewalk soil work and lighting controls $11,843.62 TOTAL $49,760.02 I recommend that the above -referenced improvements be accepted by the City of Iowa City. Sincerely, / d Jason Havel, PE City Engineer Prepared by: Ethan Yoder, Engineering Division, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5145 Resolution No. 24-294 Resolution accepting the work for the Mercer Park and City Park Court Renovation Project Whereas, the Engineering Division has recommended that the work for construction of the Mercer Park and City Park Court Renovation Project, as included in a contract between the City of Iowa City and McComas Lacina Construction LC of Iowa City, Iowa, dated October 3, 2023, be accepted; and Whereas, the Engineer's Report and the performance, payment and maintenance bond have been filed in the City Clerk's office; and Whereas, funds for this project are available in the Tennis Court Renovations account # R4391; and Whereas, the final contract price is $1,132,457.12. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that said improvements are hereby accepted by the City of Iowa City, Iowa. Passed and approved this loth day of December , 2024 l �- 1 Ma y1br Approved by Attest: I v� City Clerk City Attorn 's Office (Sue Dulek—12/05/2024) It was moved by Bergus and seconded by salih adopted, and upon roll call there were: Ayes: Nays: Absent: x Alter x Bergus x Dunn x Harmsen x Moe x Salih x Teague the Resolution be y^� Bond Number: CMB9423273 cm 0510 r., PERFORMANCE, PAYMENT, AND MAINTENANCE BOND'' MERCER PARK/CITY PARK COURT IMPROVEMENTS PROJECT: CITY OF IOWA CITY_=`y Know All by These Presents: That we, McComas-Lacina Construction, L.C. , as Principal (hereinafter the "Contractor" or "Principal") and Fidelity and Deposit Company of Maryland , as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond In the penal sum of One Million Eighty Two Thousand Six Hundred Ninety Seven & 10/100 dollars ($ 1,082,697.10 ), 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 v1hereas said Contractor entered into a contract with the Jurisdiction, bearing date the 3' day of 'Oa+v6 ,r , 7,nOLS , (hereinafter the "Contract") wherein said Contractor undertakes and agrees to construct the following described improvements: Site preparation, earthwork, erosion control, drainage, asphalt paving, sport court surfacing, concrete paving, fencing, sports equipment, planting, & restoration for the refurbishment/update/expansion of existing tennis court areas. To faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: Performance: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 2. Payment: The Contractor and the Surety on this Bond hereby agreed to pay all just claims submitted by persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the performance of the Contract on account of which this Bond is given, including but not limited to claims for all amounts due for labor, materials, lubricants, oil, gasoline, repairs on machinery, equipment, and tools, consumed or used by the Contractor or any subcontractor, wherein the same are not satisfied out of the portion of the contract price the Jurisdiction is required to retain until completion of the improvement, but the Contractor and Surety shall not be liable to said persons, firms, or corporations unless the Mercer Park/City Park Court Improvements 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, whccf---,b this reference is made a part hereof as though fully set out herein. 3. Maintenance: The Contractor and the Surety on this Bond hereby agr�b;'at i!P�ir 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 one year (1) 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 one year (1) 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. Mercer Park/City Park Court Improvements 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. r r CD }+� Cwi^i'M 4 f.v y� 1 V Mercer Park/City Park Court Improvements Project 0510 — Page 3 of 4 PRINCIPAL: McComas-Lacina Construction, L.C. SURETY: J c 1 fA Fidelity and Deposit Company of Maryland Print d Na , -c ntra tqr Officer Surety Company Name By iZ--� By a ( 5A Signature of Contractor Officer Sig ture of Attorney -in -Fact Officer \4,? Title of Contractor Officer NOTE: Joseph I. Schmit, Attorney in -Fait__ Printed Name of Attorney -in -Fact Officer AssuredPartners Great Plains, LLC Company Name of Attorney -in -Fact 4200 University Ave., Ste. 200 Company Address of Attorney -in -Fact West Des Moines, Iowa 50266 City, State, Zip Code of Attorney -in -Fact (515) 244-0166 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. E. � w Mercer Park/City Park Court Improvements Project 0510 — Page 4 of 4 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Joseph I. SCHMIT, Elizabeth A. VON HARZ, Brandon L. HORBACH, Greg T. LAMAIR, Jeffrey R. BAKER of West Des Moines, Iowa, its true and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a tnte copy of Article V, Section 8, of the By -Laws of said Companies, and is now in force. IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 15th day of June, A.D. 2022. ,NNIMII„11 ,,,, ,p11111111,,,1 N„11111,,,,, N�awaay y)o ,Nsu ""I" ` sa corp & Q,P 097 `k.''' � f'`~P ON t"I'. ` O° QVoq�� g O a uSEALm � uS•EALm fi "SEALm r °aK ° I ATTEST: IIII I,,,,,,N�`` 'IIIIIIII,,,,,�" , i,,, ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND By: Robert D. Murray Vice President r By: Dawn E. Brown= Secretary State of Maryland _ County of Baltimore On this 15th day of June, A.D. 2022, before the subscriber, a Notary Public of the State of Maryland, duly commissioned. andlcfualified,;,•Robert D. Murray, Vice President and Dawn E. Brown, Secretary of the Companies, to me personally known to be the individuals and oEfipers dzcribed`in=aad who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she•iS the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the saicMorporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. s�,,,uurrhr • ' �'�'f'fq Ala i:7 r))Ilel,„4r� Constance A. Dunn, Notary Public My Commission Expires: July 9, 2023 Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-5.59-8790 I' EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8, Attorneys -in -Fact. The Chief Executive Officer, the President, or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attomeys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attomey-in-fact to affix the corporate seal thereto; and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of the By -Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney ... Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this day of , IZlranN \rµ..aulu•prN.. \•\(���r `$q.�C�MyPF G0PP0�11\\tW$s g� 3` pQ,PO ��r.^ s O 'SE/ �o _ SEAL f =''7 SEAL ` 29 SEt�i ............. sr••i•iar N" f'�4NINIIIINN\\•�S By: Mary Jean Pethick Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND, THE BOND NUMBER, AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way -_ Schaumburg, IL 60196-1056, Ph: 800-626-4577 •- n N) If your jurisdiction allows for electronic reporting of surety claims, please submit to: a reportsfclaims(q_)zurichna.com r" Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 40-55947.90 W