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Home My WebLink AboutCITY PARK ADVENTURE PLAYGROUND PROJECTCITY PARK ADVENTURE PLAYGROUND PROJECT 02 -Apr -2019 Plans, Specs, proposal and contract, estimate of cost 02 -Apr -2019 Res 19-88 setting a public hearing 10 -Apr -2019 Notice of Public Hearing 12 -Apr -2019 Revised Instructions to Bidders 23 -Apr -2019 Revised plans 23 -Apr -2019 Res 19-107, approving project manual, estimate of cost 24 -Apr -2019 Notice to bidders 21 -May -2019 Res 19-138, awarding contract (All American Concrete, Inc) 27 -Jun -2019 Contract, Performance and payment maintenance bond 02 -Aug -2021 Engineer's report 27 -Jul -2021 Res 21-203, accepting the work APR 02 1019 City Clerk 1 1 Iowa City, Iowa Million lilt em tit%MAI®liq� CITY OF IOWA CITY UNESCO CITY OF LITERATURE PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PROJECT MANUAL FOR THE FORMAL CITY PARK ADVENTURE PLAYGROUND PROJECT IOWA CITY, IOWA APRIL 2, 2019 %�,ANDSCgp F' GEOFFREY ; _ FZOEHLL : M 00663 Of 0005 CERTIFICATIONS PAGE FILE® APR 0 2 2019 City Clerk Iowa City, Iowa I hereby certify that this Landscape Architecture 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. License Number: My license renewal date is Pages or sheets covered by this seal: "L" Series Sheets City Park Adventure Playground 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 OWNER FURNISHED WORK PLANS APPENDICES City Park Adventure Playground Project 0010 — Page 1 of 1 7i City Park Adventure Playground Project 0010 — Page 1 of 1 a LI J 3 �H 3 0100 CQ v NOTICE TO BIDDERS �a�a a 52 CITY PARK ADVENTURE PLAYGROUND PROJECT+ Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 10: A.M. on the 141h day of May 2019. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 211 day of May 2019, or at special meeting called for that purpose. A public hearing will be held during this meeting. The Project will involve the following: 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°/x) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the improvement for a period of five (5) years from and after its completion and formal acceptance by the City Council. City Park Adventure Playground Project 0100 - Page 1 of 2 0010 TABLE OF CONTENTS 0005 CER FICATIONS PAGE 0010 TABLE O CONTENTS 0100 NOTICE TO DDERS 0110 NOTICE OF PU IC HEARING 0200 INSTRUCTIONS TO IDDERS 0400 PROPOSAL 0405 BIDDER STATUS FORM 0410 BID BOND FORM 0500 CONTRACT 0510 PERFORMANCE, PAYMENT, AND M 0520 CONTRACT COMPLIANCE 0530 WAGE THEFT POLICY SUDAS STANDARD SPECIFICA NS GENERAL SUPPLEMENTAL PECIFICATIONS SUPPLEMENTAL SPEC ICATIONS SPECIAL PROVISI S OWNER FURNI ED WORK PLANS :9k� APR 02 1018 City Clerk Iowa City, low, City Park Adventure Playground Project 0010 — Page 1 of 1 0100 NOTICE TO BIDDERS APR 022019 City Clerk lowa City, Iowa CITY PARK ADVENTURE PLAYGROUND PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 10: A.M. on t e30'^ day of April 2019. Sealed proposals will be opened immediately thereafter. Bids subm ed by fax machine shall not be deemed a "sealed bid" for purposes of this Project. ii Proposalkreceived after this deadline will be returned to the bidder unopened. Proposals will be acted u n by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the day of May 2019, or at special meeting called for that purpose. A public hearing will be held dun this meeting. , The Project will invot" the following: All work is to be done in strict complian with the Project Ma al prepared by Hitchcock Design Group, of Naperville, Illinois, which has he tofore been app ved by the City Council, and are on file for public examination in the Office of th City Clerk. Each proposal shall be completed on a form f ishe by the City and must be submitted in a sealed envelope. In addition, a separate seal nvelope shall be submitted containing a completed Bidder Status Form and a bid security a ted by a corporation authorized to contract as a surety in the State of Iowa, in the sum of % o e bid. The bid security shall be made payable to the TREASURER OF THE CITY O IOWA Cl IOWA, and shall be forfeited to the City of Iowa City in the event the successful idder fails to a er into a contract within ten (10) calendar days of the City Council's award the contract and p bond satisfactory to the City (in the form shown in Section 0510) a Suring the faithful perfor nee of the contract and maintenance of said Project, If require , pursuant to the provisions of is notice and the other contract documents. The City shall re in the bid security furnished by the s cessful bidder until the approved contract has been exe ted, the required Performance, Payment, nd Maintenance Bond (as shown in Section 0510) as been filed by the bidder guaranteeing the rformance of the contract, and the contract d security have been approved by the City. Th ity shall promptly return the checks or b' der's bonds of unsuccessful bidders to the bidders as n as the successful bidder is dete ined or within thirty days, whichever is sooner. The successful bidder will 0 required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to on,Odhundred percent (100%) of the contract price and in the form shown in Section 0510, said bo9d to be issued by a responsible surety approved by the City, and shall guarantee the prompayment of all materials and labor, and also protect and save harmless the City from all claims Ond damages of any kind caused directly or indirectly by the operation of the contract, and shat also guarantee the maintenance of the improvement for a period of five (5) years from and a er its completion and formal acceptance by the City Council. City Park Adventure Playground Project 0100 — Page 1 of 2 The following limitations shall apply to this Project: Specified Start Date: June 3, 2019 Substantial Completion: August 28, 2019 Final Completion: September 7, 2019 Liquidated Damages: $500 per day The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll -Free: (800) 779-0093 A fee representing the exact cost of reproduction is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics. The fee is non-refundable. 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 City Park Adventure Playground Project 0100 — Page 2 of 2 0110 NOTICE OF PUBLIC HEARING NOTICE OF PUBLIC HEARING ON PROJECT MANUAL AND ESTIMATED COST FOR THE CITY PARK ADVENTURE PLAYGROUND 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 City Park Adventure Playground in said city at 7:00 p.m. on the 231 day of April, 2019, 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, existing building & footing demolition, concrete footings, play equipment installation, earthwork, play surfacing, segmental walls, site lighting drainage, planting, and restoration. The project is located at City Park located at 200 Park Road, Iowa City, Iowa 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 ® f0 o Y O M � �C U E U 3 o City Park Adventure Playground Project 0110 — Page 1 of 1 The followin limitations shall apply to this Project: m W Spec ed Start Date: May 20, 2019 1PR 0 4 Substa ial Completion: August 28, 2019 2019 Final Co letion: September 14, 2019 City Clerk Liquidated mages: $500 per day to City t Awa The Project Manual m be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at a office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 00, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll -Free: (800) 779-0 3 A fee representing the exact co of reproduction is required for each set of the Prcje anual provided to bidders or other inter ted persons. The fee shall be in the form of eck, made payable to Technigraphics. The fee\Appe dable. Prospective bidders are advised thIowa City desires mploy minority contractors and subcontractors on City projectIi Ingf minority con dors can be obtained from the Iowa Department of Inspections aat (515) 2 - 796 and the Iowa Department of Transportation Contracts Office at (22. Bidders shall list on the Proposal the names whom the bidder intends to subcontract. Ttjie subcontract amount(s). The Contractor awarded the con ct shall list on the quantities, unit prices and ext,edded dollar amounts. is, firms, companies or other parties with include the type of work and approximate By virtue of statutory aytKority, preference must be given to coal produced withi a State of Iowa, and to Iowa domestic under Iowa Statuld. The Iowa reciprocal resident bidder pn its subcontractors, together with The City re ryes the right to reject any or all proposals, and also technic es and irregularities. upon order of the City Council of Iowa City, Iowa. KELLIE FRUEHLING, CITY CLERK and provisions grown and the extent lawfully required law applies to this Project. the right to waive City Park Adventure Playground Project 0100 — Page 2 of 2 FILE® 0110 APR 02 ZUI9 NOTICE OF PUBLIC HEARING IowaClerk City; Iowa NOTICE OF PUBLIC HEARING ON PROJ CT MANUAL AND ESTIMATED COST FOR THE CITY PARK ADVE TURE PLAYGROUND PROJECT I THE CITY OF IOWA ITY, IOWA TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AN TO OTHER INTERESTE PERSONS: Public notke is hereby given that e City Council of the City of Iowa City, Iowa, will conduct public hearing on the Project Manual, Including the plans, pecifications, contract, and estimated cot for the const uction of the City Park Adventure Playgro nd in said ci at 7:00 p.m. on the 2"' day of April, 2019, said meeting o be held in the Emma J. Harvat Hall in the City, Hall, 41 East Washington Street in said city, or if said meeting is c ncelled, at the next meeting of the City Council thereafter s posted by the City Clerk. This project includes: Site eparation, existing building & footing demolition, concre footings, play equipment installation, earthwork, pl y surfacing, segmental walls, site lighting drainage, plantin , and�restoration. The project is located at City Park located at X00 Park Road, Iowa City, Iowa 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 t said meeting of the City Council for the purpose of making bjections to and comments concerning said Project Manua or the cost of making said improvement. This notice is given by order of the City C unci) of the City of Iowa City, Iowa and as provided by la . Kellie K. Fruehling, City Clerk i City Park Adventure Playground Project 0110 — Page 1 of 1 FILED 0110 APR 0 3 2019 NOTICE OF PUBLIC HEARING City Clerk Iowa City, Iowa NOT11% OF PUBLIC HEARING ON PROJECT MANUAL AND STIMATED COST FOR THE CITY PARK ADVEN URE PLAYGROUND PROJECT IN THE CITY OF IOWACI Y, IOWA TO ALL TPAYERS OF THE CITY OF IOWA CITY, IOWA, AND T OTHER INTERESTED PERSONS: Public notice N hereby given that the City Council of the City of Iowa City, I wa, will conduct a public hearing on the Project Manual, incl ing the plans, specifications, contract, and estimated cost r the construction of the City Park Adventure Playground\v said city at 7:00 p.m. on the 23rd day of April, 2019, said eeting to be held in the Emma J. Harvat Hall in the City HcN, 410 East Washington Street in said city, or if said meeting cancelled, at the next meeting of the City Council thereafter s posted by the City Clerk. This project includes: Site preps tion, existing building footing demolition, concrete footin ,play equipment installation, earthwork, play surfacin segmental IIs, site lighting drainage, planting, and restor ion. The roject is located at City Park located at 200 Park o ,Iowa City, Iowa 52246. Said Project Manual and estimat cost re now on file in the office of the City Clerk int City Hal in Iowa City, Iowa, and may be in/making y interested rsons. Any interested pppear at said eeting of the City Council for tobjectio to and comments concernint Manual or the ost of making said improve This notice i given by order of the City Council of the City of low City, Iowa and as provided by law. Kellie K. Fruehling, City Clerk City Park Adventure Playground Project 0110 — Page 1 of 1 0200 INSTRUCTIONS TO BIDDERS City Park Adventure Playground PROJECT Optional Pre -Bid Meeting: a. Time, Date, and Location: May 7, 2019: 10:00 AM O m Project Site: 200 East Park Road, Iowa City, Iowa 52240 o Bid Submittals: 1 " ...1 U a. Time, Date and Location: _ May 14, 2019, 10:00 AM CJ o City Clerk's Office 410 East Washington Street Iowa City, Iowa 52240 b. Submittals include two separate sealed envelopes: Envelope 1: Bid Security and Bidder Status Form Envelope 2: Proposal C. See Section 1020, as may be supplemented, for complete descriptions of proposal requirements and conditions. 3. Bidder Status a. Use the Bidder Status Form included in Section 0405. b. Submit in accordance with 0200.2.b above. c. See Section 0405 for the Worksheet: Authorized to Transact Business and 875 Iowa Administrative Code Chapter 156 (73A), found at the following website_.- https://www. 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. 5. Progress and Schedule: a. Contract Times: i. Specified Start Date: June 3, 2019 ii. Substantial Completion: August 28, 2019 iii. Final Completion: September 7, 2019 iv. Liquidated Damages: $500 per day b. Work Restrictions: i. No work shall be done between 10:00 pm and 7:00 am without the approval of the Engineer, with the exception of saw cutting freshly poured concrete. ii. Notify the Engineer four days in advance of street closings so that a press release can be issued. No street may be closed without the Engineer's approval and said notification. C. Community Events: City Park Adventure Playground Project 0200 — Page 1 of 2 No work shall occur on University of Iowa Home Football game days. 6. Performance, Payment and Maintenance Bond: a. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price for a period of five (5) years 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. Insurance Requirements: a. The City of Iowa City, Hitchcock Design Group, and Shive-Hattery are to be listed on the required insurance certificate, as an additional insured on a primary and non-contributory basis. Review this requirement with your insurance broker prior to bidding. b. See Section 1070, Part 3, as may be supplemented, for a complete description of the insurance requirements. 8. Taxes: a. Sales Tax Exemption Certificates will be issued according to Section 1020 1.08 of the Supplemental Specifications. 9. Contract Compliance: a. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, as described in the Section 0520. 10. Wage Theft Policy: a. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Wage Theft Policy, as described in Section 0520. 11. References: a. The successful bidder and all of its subcontractors are required to submit at least four (4) days prior to award three (3) references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or based on past experience on projects with the City of Iowa City. b. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. City Park Adventure Playground Project 0200 — Page 2 of 2 o N Y O J Ch. T U a U 3 o City Park Adventure Playground Project 0200 — Page 2 of 2 0200 INSTRUCTIONS TO BIDDERS Ci1yC City Park Adventure Playground PROJECT10tt'aC�rk °wa 1. Optio I Pre -Bid Meeting: a. me, Date, and Location: April 23, 2019: 10:00 AM Project Site: 200 East Park Road, Iowa City, Iowa 52240 2. Bid Submittals: a. Time, Date nd Location: April 2019, 10:00 AM City Cl k's Office 410 East ashington Street Iowa City, wa 52240 b. Submittals include separate sealed envelop Envelope 1: B Security and Bidder atus Form Envelope 2: Pro sal C. See Section 1020, as may a suppleme d, for complete descriptions of proposal requirements and conditions. 3. Bidder Status: a. Use the Bidder Status Form in de in Section 0405. b. Submit in accordance with 0 0.2.b a ve. c. See Section 0405 for the orksheet: A horized to Transact Business and 875 Iowa Administrative Co Cha ter 156 A), found at the following website: hftps://www.legis.iowa.6v/docs/iac/cha ter/ -15-2018.875.156. df, for assistance in comple ' g the form. 4. Bid Security: a. Use the Bid Bo Form included in Section 0410. b. Submit in ac dance with 0200.2.b above. C. Bid security ' 10% of the total bid, including all added Iternates (do not deduct the amou of deducted alternates). d. See Sec on 1020, as may be supplemented, for a complete ascription of the bid securit requirements. 5. Progress a Schedule: a. C tract Times: i. Specified Start Date: May 20, 2019 ii. Substantial Completion: August 28, 2019 iii. Final Completion: September 14, 2019 iv. Liquidated Damages: $500 per day b. Work Restrictions: I. No work shall be done between 10:00 pm and 7:00 am without the approval of the Engineer, with the exception of saw cutting freshly poured concrete. ii. Notify the Engineer four days in advance of street closings so that a press release can be issued. No street may be closed without the Engineer's approval and said notification. C. Community Events: City Park Adventure Playground Project 0200 — Page 1 of 2 0200 INSTRUCTIONS TO BIDDERS City Park Adventure Playground PROJECT Option Pre -Bid Meeting: a. T e, Date, and Location: April 17, 2019: 10:00 AM Project Site: 200 East Park Road, Iowa City, Iowa Bid Submittals: / a. Time, Dat and Location: Apr, 0, 2019, 10:00 AM City rk's Office 410 Ea Washington Street Iowa C,ty, Iowa 52240 b. Submittals include wo separate sealed Envelope 1: id Security and B Envelope 2: PTposal C. See Section 1020, as m be suppleme requirements and conditi s. 3. Bidder Status: a. Use the Bidder Status Form b. Submit in accordance with C c. See Section 0405 for the V assistance in completing Form rr,007019 Iowai' CClerk Y Iowa , for complete descriptions of proposal I in Section 0405. above. t: Authorized to Transact Business and 875 56 (73A), found at the following website: ha ter/08-15-2018.875.156.pdf, for 4. Bid Security: a. Use the Bid Bond Form i eluded in Section 04\terna b. Submit in accordance h 0200.2.b above. c. Bid security is 10% of he total bid, including t deduct the amount of deducted alternates). d. See Section 1020, as may be supplemented, f the bid security requirements. 5. Progress and Schedule: a. Contract Times:i. Specified Start Date: May 20, 2019 ii. Substantial Completion: August 2iii. Final Completion: September 14, 2 iv. Liquidated Damages: $500 per day \ b. Work Restrictions: i. /No work shall be done between 10:00 pm and 7:00 am without the approval % of the Engineer, with the exception of saw cutting freshly poured concrete. ii. Notify the Engineer four days in advance of street closings so that a press release can be issued. No street may be closed without the Engineer's approval and said notification. C. Community Events: City Park Adventure Playground Project 0200 — Page 1 of 2 FILED APR 0 2 2019 City Clerk i. No work shall occur on University of Iowa Home Football game days. Iowa City, Iowa 6. Performance, Payment and Maintenance Bond: a. The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100%) of the contract price for a period of five (5) years 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. Insurance Requirements: a. The City of Iowa City, Hitchcock Design Group, and Shive-Hattery are to be listed on the required insurance certificate, as an additional insured on a primary and non-contributory basis. Review this requirement with your insurance broker prior to bidding. b. See Section 1070, Part 3, as may be supplemented, for a complete description of the insurance requirements. 8. Taxes: a. Sales Tax Exemption Certificates will be issued according to Section 1020 1.08 of the Supplemental Specifications. 9. Contract Compliance: a. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Contract Compliance Program, as described in the Section 0520. 10. Wage Theft Policy: a. For all contracts of $25,000 or more, the Contractor shall abide by the requirements of the City's Wage Theft Policy, as described in Section 0520. 11. References: a. The successful bidder and all of its subcontractors are required to submit at least four (4) days prior to award three (3) references involving similar projects, including at least one municipal reference. Award of the bid or use of specific subcontractors may be denied if sufficient favorable references are not verified or based on past experience on projects with the City of Iowa City. b. References shall be addressed to the City Engineer and include the name, address and phone number of the contact person, for City verification. City Park Adventure Playground Project 0200 — Page 2 of 2 0400 PROPOSAL CITY PARK ADVENTURE PLAYGROUND 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 perforin 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. City Park Adventure Playground Project 0400 — Page 1 of 6 Item # Item Description QTY Unit Unit Price Extended Amount 1 Subbase, 4" 512 SY $ $ 2 Topsoil, On-site 487 CY $ $ 3 Clearing and Grubbing 1 LS $ $ LJ 4 Subdrain, Dual Wall HDPE, 8" 70 LF $ $1 Y 5 Subdrain Cleanout, Type A-1, 8" 3 EA $ $ m 6 Subdrain Outlets to Structure, 8" 2 EA $ 7 Pavement, PCC, 4" 414.5 SY $ Q U 3 8 Pavement, PCC, 6" 97.5 SY $ 9 Pavement Removal 512.5 SY $ $ 10 Hydraulic Seeding, Seeding, 0.25 LS $ $ Fertilizing, and Mulching Amelanchier x grandiflora 'Autumn 11 Brilliance' /'Autumn Brilliance' 2 EA $ $ Serviceberry, 8' Ht. 12 Cercis canadensis / Eastern Redbud 2 EA S $ Multi -trunk, 8' Ht. 13 Cornus kousa / Kousa Dogwood, 8' 3 EA S $ Ht. 14 Catalpa speciosa / Northern Catalpa, 3 EA $ $ 15 gal. 15 Nyssa sylvatica / Sour Gum, B & B 2 EA $ $ 16 Deutzia gracilis Nikko' / Slender 5 EA Deutzia, 24" Ht. 17 Forsythia x 'Gold Tides'/ Golden Tide 9 EA S $ Forsythia, 24" Ht. 18 Hydrangea paniculata'Limelight' TM 9 EA $ $ / Limelight Hydrangea, 36" Ht. 19 Hydrangea quercifolia'Pee Wee'/ 15 EA $ $ Oakleaf Hydrangea, 36" Ht. 20 Itea virginica'Henry's Garnet' / 11 EA $ $ Henry's Garnet Sweetspire, 36" Ht. 21 Viburnum dentatum / Arrowwod 7 EA $ $ Viburnum, 36" Ht. City Park Adventure Playground Project 0400 — Page 2 of 6 0400 PROPOSAL CITY PARK ADVENTURE PLAYGROUND PROJECT CITY OF IOWA CITY Please DO NO\Uthe proposal included in the bound volume of the specifications. Separate copies of this fcontained with this document. The following documents ust be submitted as printed. No alterations, additions, or deletions are allowed. If the Bidder n tes a requirement in the contract documents that the Bidder believes will require a conditioned or nsolicited alternate bid, the Bidder must immediately notify the Engineer in writing. The Engin er 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 hereXitV bid security in the amount of $ , in accordance with the t s set forth in the Project Manual. The undersigned bidder, having examigwKd and Ntermined the scope of the Contract, hereby proposes to provide the required labor ervices, mcVprials and equipment and to perform the Project as described in the Project M ual, including A Benda and , and to do all work at the price set forth herein. The undersigned bidder furth r proposes to do all "Extra rk" which may be required to complete the work contem/er unit prices or lump sums to be reed upon in writing prior to starting such work. The undersigned tifies that this proposal is mad\nd faith, and without collusion or connection wier person or persons bidding onk. The underme bidder states that this proposal is made in conformit with the Contract and agrees that, event of any discrepancies or differences between t e various items included in the Co Supplemental Specification Section 1040, 1.03 shall go rn. City Park Adventure Playground Project 0400 — Page 1 of 6 FILED APR 0 2 2019 Ci IowaIowa &W Item Description QTY Unit Unit Price Extended Amount 1 Subbase, 4" 512 SY $ $ 2 Topsoil, On-site 487 CY $ $ 3 ng and Grubbing 1 LS $ $ 4 Su drain, Dual Wall HDPE, 8" 70 LF $ $ 5 Sub in Cleanout, Type A4, 8" 3 EA $ $ 6 Sub Outlets to Structure, 8" 2 EA $ $ 7 Pavemen PCC, 4" 414.5 SY $ $ 8 Pavement, NC, 6" 97.5 SY $ $ 9 Pavement Re val 512.5 SY $ $ 10 Hydraulic Seedin Seeding, 0.25 LS $ $ Fertilizing, and Mukbing Amelanchier x grandira'Autumn 11 Brilliance' /'Autumn Bn fiance 2 EA $ $ Serviceberry, 8' Ht. 12 Cercis canadensis / Eastern Re bud 2 E $ $ Multi -trunk, 8' Ht. 13 Cornus kousa / Kousa Dogwood, 8 3 EA $ S Ht. 14 Catalpa speciosa / Northern Catalpa, 3 EA $ S 15 gal. 15 Nyssa sylvatica / Sour Gum, B & B EA $ S 16 Deutzia gracilis 'Nikko' / Slender 5 EA Deutzia, 24" Ht. ZI 17 Forsythia x'Gold Tides'/ Golden de 9 EA $ $ Forsythia, 24" Ht. 18 Hydrangea paniculata'Lirnk ht'TM 9 EA $ $ / Limelight Hydrangea, 36" t. 19 Hydrangea quercifolia'P a Wee' / IS EA $ $ Oakleaf Hydrangea, 36' Ht. 20 Itea virginica 'Hen 's Garnet' / 11 EA $ $ Henry's Garnet eetspire, 36" Ht. 21 Viburnum dentatum / Arrowwod 7 EA $ $ Viburnum, 36" Ht. City Park Adventure Playground Project 0400 - Page 2 of 6 22 Taxus x media / Dense Yew, 36" Ht. 3 EA $ $ 23 Deschampsia cespitosa'Schottland' / 49 EA $ $ Schottland Hair Grass, 1 gal. 24 Elymus hystrix / Bottlebrush Grass, 1 37 EA $ Loa $ LU o gal. r ra ar 25 Panicumvirgatum'Shenandoah'/ 24 EA $ $ c Switch Grass, 1 gal. 26 Carex pensylvanica / Pennsylvania 259 EA $ $ Sedge, 4" pot 27 Allium tanguticum 'Summer Beauty'/ 45 EA $ $ Summer Beauty Globe Lily, bulb 28 Dennstaedtia punctilobula / Hay- 20 EA S S scented Fern, 4" pot 29 Eurybia macrophylla / Big -leaf Aster, 33 EA S $ 4 pot 30 Hosta x'Guacamole' /Plantain Lily, 1 26 EA S S gal. 31 Porteranthus trifoliatus / Bowman's 32 EA S S Root, 4" pot 32 Rudbeckia hirta / Black-eyed Susan, 1 62 EA S $ gal. 33 Stabilized Construction Entrance 1 LS $ $ 34 Filter Sock, 9" dia. 395 LF $ $ 35 Filter Socks, Removal 395 LF $ $ 36 Removal of Fence 1 LS $ $ 37 Construction Survey 1 LS $ $ 38 Mobilization 1 LS $ $ 39 Concrete Washout 1 LS $ $ 40 Demolition of Building I LS $ $ 41 Demolition of Retaining Wall 1 LS $ $ 42 Inlet Protection 2 EA $ $ 43 Tree Protection 12 EA $ $ City Park Adventure Playground Project 0400 — Page 3 of 6 44 Removal and Disposal of Tree 2 EA $ $ 45 Handrail 40 LF $ $ 46 Play Structure Installation 1 LS $ $ 47 Shelter Installation 1 LS $ $ 48 Balanced Earthwork 465 CY $ $ 49 Playground Curb 200 LF $ $ 50 Play Surfacing PIP 1556 SF $ $ 51 Play Surfacing PIP w/slope 767 SF $ $ 52 Play Surfacing EWF 60 CY $ $ 53 Retaining Wall 735 SF $ $ 54 Manufactured Stone Steps 12 EA $ $ 55 Erosion Control Blanket 1334 SY $ $ 56 Mulch 14 CY $ $ 57 Manhole Adjustment 1 LS $ $ 58 Playground Inlet 2 EA $ $ Total Base Bid $ ALTERNATE #1 - ADD ELECTRICAL PACKAGE COMPLETE Item # Item Description Item Description QTY Unit Unit Price Extended Amount Alt. 1.1 Electrical Service 1 LS $ $ Alt. 1.2 Conduit, Wiring, & Connectors 1 LS $ $ Alt. 1.3 Pedestrian Light 3 EA $ $ Alt. 1.4 1 Shelter Light 1 EA $ $ Alt. 1.5 1 GFI' Receptacles 2 EA $ $ Total Alt. #1 $ ALTERNATE #2 - ADD DECORATIVE CONCRETE STAIN AND STAMP Item # Item Description QTY Unit Unit Price Extended Amount Alt. 2.1 Animal Footprint Stamps/Stain 1 LS $ $ Alt. 2.2 Plaza Stain Patterns 3 EA $ $ Total Alt. #2 $ The Owner will award one lump sum contract based on the base bid and selected alternates for the work. The Owner, however, reserves the right to assemble the Contract(s) to best serve the Owner's interests. FILE® APR 2 3 2019 City Clerk Iowa City, Iowa City Park Adventure Playground Project 0400 — Page 4 of 6 City Park Adventure Playground Project 0400 — Page 3 of 6 22 Taxus x media / Dense Yew, 36" Ht. 3 EA $ Cit $ 2 Deschampsiacespitosa'Schottland'/ 49 EA $ $ Schottland Hair Grass, 1 gal. 24 us hystrix / Bottlebrush Grass, 1 37 EA $ $ gal. 25 Panicum'rgatum'Shenandoah' / 24 EA $ Switch Gr, 1 gal. 26 Carex pensylvana / Pennsylvania 259 A $ $ Sedge, 4" pot 27 Allium tanguticum'S r Beauty' / 4 EA $ $ Summer Beauty Globe Lily, ulb 28 Dennstaedtia punctilobula / Hay- 20 EA $ $ scented Fern, 4" pot 29 Eurybia macrophylla / Big -leaf ster,33 EA $ $ 4" pot 30 Hostax'Guacamol//antainLily,1 26 EA $ $ gal. 31 Porteranthus tri liatus / Bowman's 32 E $ $ Root, 4" pot 32 Rudbec ' hirta / Black-eyed Susan, 1 62 EA $ gal. 33 Stab' ized Construction Entrance I LS $ $ 34 Filter Sock, 9" dia. 395 LF $ $ 35 Filter Socks, Removal 395 LF $ $ 36 Removal of Fence 1 LS $ $ 37 Construction Survey 1 LS $ $ 38 Mobilization 1 LS $ $ 39 Concrete Washout 1 LS $ $ 40 Demolition of Building 1 LS $ $ 41 Demolition of Retaining Wall 1 LS $ $ 42 Inlet Protection 2 EA $ $ 43 Tree Protection 12 EA $ $ City Park Adventure Playground Project 0400 — Page 3 of 6 44 Removal and Disposal of Tree 2 EA $ $ 45 Handrail 40 LF $ $ 46 Play Structure Installation 1 LS $ $ 47 Shelter Installation 1 LS $ $ 48 Balanced Earthwork 465 CY $ $ 49 Playground Curb 200 LF $ $ 50 Play Surfacing PIP 1086 SF $ $ 51 Play Surfacing PIP w/slope 926 SF $ $ 52 lay Surfacing EWF 81 CY $ $ 53 R twining Wall 735 SF $ $ 54 Ma ufactured Stone Steps 12 EA $ 55 Eros n Control Blanket 1334 SY $ $ 56 Mulch 14 C $ $ 57 Manhole djustment 1 S $ $ 58 Playgroun Inlet 2 EA $ $ Total Base Bid $ ALTERNATE #1 - ADD ELE6,TRICAL PACKAGE CONXPLETE Item # Item Description QTY Unit Unit Price Extended Amount Alt. 1.1 Electrical Service 1 LS $ $ Alt. 1.2 Conduit, Wiring, & Conn ctors 1 LS $ $ Alt. 1.3 Pedestrian Light 3 EA $ $ Alt. 1.4 Shelter Light 1 EA $ $ Alt. 1.5 GFI' Receptacles 2 EA $ $ Total Alt. #1 $ ALTERNATE #2 - ADD DECORATE CONCRI&TE STAIN AND STAMP Item # Item Description QTY Unit Unit Price Extended Amount Alt. 2.1 Animal Footprint mps/Stain 1 LS $ $ Alt. 2.2 Plaza Stain Pa tte s EA $ $ Total Alt. #2 $ The Owner will awar one lump sum contract based on for the work. The ner, however, reserves the right to a; the Owner's inter sts. base bid and selected alternates l ,ble the Contract(s) to best serve APR 0 2 2019 City Clerk 's.owa City, Iowa City Park Adventure Playground Project 0400 — Page 4 of 6 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NOTE: All subcontractors are subject to approval by City of Iowa City. FILE® APR 2 3 2014 City Clerk Iowa City, Iowa City Park Adventure Playground Project 0400 — Page 5 of 6 The undersigned Bidder is a/an: ❑ Individual, Sole Proprietorship ❑ Partnership ❑ Corporation ❑ Limited Liability Company ❑ Joint venture ❑ Other Its Public Registration Number issued by the Iowa Commissioner of Labor, pursuant to Section 91C.5 of the Iowa Code is: Failure to provide said Registration Number shall result in the bid being read under advisement. A contract will not be executed until the Contractor is registered to do business in the State of Iowa. Bidder's Name Signature Printed Name Title Street Address City, State, Zip Code Telephone Number FILE® APR 2 3 Z019 City Clerk Iowa City, Iowa NOTE: The signature on this proposal must be an original signature in ink; copies, facsimiles, or electronic signatures will not be accepted. City Park Adventure Playground Project 0400 — Page 6 of 6 The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: City Park Adventure Playground Project 0400 — Page 5 of 6 The unrsigned Bidder is a/an: Individual, Sole Proprietorship ❑ Partnership ❑ Corporation ❑ Limited Liability Company ❑ Joint venture ❑ Other Its Public Registratio Number issued by the Iowa Commission of Labor, pursuant to Section 91 C.5 of the Iowa Co%Regi Failure to provide saiation Number shall res in the bid being read under advisement. A contract will not be execute until the Contractor . registered to do business in the State of Iowa. Bidder's Name Signature Printed Name Title CityAtate, Zip Code Telephone Number SOLE APR 02 2019 City Clerk va City, Iowa NOTE: The signature on this proposal must be an original signature in ink; copies, facsimiles, or electronic signatures will not be accepted. City Park Adventure Playground Project 0400 — Page 6 of 6 L 0405 !PC 0 2 BIDDER STATUS FORM 1�i4 C' 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 i(your company is authorized, please review the Worksheet. Authorization to Transact Business). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes' for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No" to one or more questions above, your company is a non-resident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B Dates to Address: (mm/dd/yyyy) City, State, Zip Code: Dates to Address: (mm/dd/yyyy) City, State, Zip Code: Dates to Address: (mm/dd/yyyy) City, State, Zip Code: You may attach additional sheet(s) ijneeded. To be comaleted by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State 2. Does your company's home state or foreign country offer preference to bidders who are residents? ❑ Yes ❑ No 3. If you answered "Yes" to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional.sheet(s) if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: Signature: Date: City Park Adventure Playground Project 0405 — Page 1 of 2 WORKSHEET: AUTHORIZATION TO TRANSACT BUSINESS This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa Secretary of State, has filed its most recent biennial report with the Secretary of State, and has neither received a certificate of withdrawal from the Secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa Secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. FILED APR 02 2019 City Clerk Iowa City, Iowa City Park Adventure Playground Project 0405 — Page 2 of 2 �aR 0410 BID BOND FORM n CITY PARK ADVENTURE PLAYGROUND PROJECT 0 /Pi9 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 City Park Adventure Playground 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 Principal Surety By: (Attorney-in-fact) Attach Power -of -Attorney, if applicable _ day (Seal) (Title) (Seal) City Park Adventure Playground Project 0410 — Page 1 of 1 FILE® 0500 APR 0 2 T019 CONTRACT City Clerk CITY PARK ADVENTURE PLAYGROUND PRCIAdfitY, Iowa 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 day of 20_, for the City Park Adventure Playground ("Project"), and WHEREAS, the City publicly solicited bids for construction of said Project; and WHEREAS, Contractor submitted a bid on the Project described in said Project Manual; and WHEREAS, the parties hereto now wish to enter into this Contract for the construction of said Project. NOW, THEREFORE, IT IS AGREED: 1. The Contractor hereby agrees to perform the Project for the sums listed in its Proposal including the total extended amount of $ which sums are incorporated herein by this reference. 2. This Contract consists of the Contract Documents, as defined in the Section 1010, 1.03, and the following additional component parts which are incorporated herein by reference: a. Contractor's Completed Bidder Status Form; attached hereto; and b. Contractor's Completed Contract Compliance Program (Anti - Discrimination Requirements) Assurance, if applicable, pursuant to Section 0200, attached hereto; and C. Contractor's Completed Wage Theft Affidavit, if applicable, pursuant to Section 0200, attached hereto. The above components are deemed complementary and what is called for by one shall be as binding as if called for by all. City Park Adventure Playground Project 0500 — Page 1 of 2 K [PR 0 ° 2019 City Clerk Iowa City, Iowa The names of subcontractors acknowledged by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): NAME QUANTITY I UNIT PRICE TOTAL AMOUNT DATED this day of 20 Citv Contractor 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: (Company Official) City Park Adventure Playground Project 0500 — Page 2 of 2 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE f E CITY PARK ADVENTURE PLAYGROUND PROJ C CITY OF IOWA CITY KNOW ALL BY THESE PRESENTS: That we, (hereinafter the "Contractor' or "Principal") and as Surety are held and firmly bound unto City of Iowa City, to as "the Jurisdiction"), and to all persons who may be conditions of this Bond in APR 02 1019 City Clerk Iowa City, Iowa as Principal Iowa, as Obligee (hereinafter referred injured by any breach of any of the 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, demolition, cast in place concrete, play equipment installation, earthwork, play surfacing, segmental walls, site lighting drainage, planting, and restoration. and to faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Contract and Contract Documents by all its subcontractors, suppliers, agents, or employees furnishing materials or providing labor in the performance of the Contract. 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 City Park Adventure Playground Project 0510 — Page 1 of 4 aR 0,? yore corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of five years (5) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good 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 specked contract period, within an extension thereof, or within a period of time after the contract period has elapsed and the liquidated damage penalty is being charged against the Contractor. D. That no provision of this Bond or of any other contract shall be valid that limits to less that five years after the acceptance of the work under the Contract the right to sue on this Bond. E. That as used herein, the phrase "all outlay and expense" is not to be limited in any way, but shall include the actual and reasonable costs and expenses incurred by the Jurisdiction including interest, benefits, and overhead where applicable. Accordingly, "all outlay and expense" would include but not be limited to all contract or employee expense, all equipment usage or rental, materials, testing, outside experts, attorneys fees (including overhead expenses of the Jurisdiction's staff attorneys), and all costs and expenses of litigation as they are incurred by the Jurisdiction. It is intended the Contractor and Surety will defend and indemnify the Jurisdiction on all claims made against the Jurisdiction on account of Contractor's 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. 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 City Park Adventure Playground Project 0510 — Page 2 of 4 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. FILE® APR 0 2 pplg City Clerk Iowa City, Iowa City Park Adventure Playground 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. City Park Adventure Playground Project 0510 — Page 4 of 4 0520 CONTRACT COMPLIANCE SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, which is codified at Article 2 of the City Code. 3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants are made aware of the City's Contract Compliance Program reporting responsibilities and receive the appropriate reporting forms. A notification of requirements will be included in any request for proposal and notice of bids. 4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on pages CC -2 and CC -3) or other required material must be received and approved by the City. 5. Contracting departments are responsible for answering questions about contractor, consultant and vendor compliance during the course of the contract with the City. 6. All contractors, vendors, and consultants must refrain from the use of any signs or designations which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and instead use gender neutral signs. 7. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. FILED APR 02 100 City Clerk City Park Adventure Playground Project 09ta Q%Jaftf 6 SECTION II - ASSURANCE OF COMPLIANCE I, The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 2. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that it is an equal opportunity employer. Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the regulations (see generally 29 U.S.C. § 1608 et seq.) and relevant orders of the U.S. Secretary of Labor. The Secretary of Labor, and not the City, enforces said regulations and orders. 3. Provide a copy of your written Equal Employment Opportunity policy statement. Where is this statement posted? 4. What is the name, telephone number and address of your business' Equal Employment Opportunity Officer? (Please print) Phone Number Street Address City, State, Zip Code City Park Adventure Playground Project 0520 — Page 2 of 6 5. The undersigned agrees to display, in conspicuous places at the work site, all posters required by federal and state law for the duration of the contract. NOTE: The City can provide assistance in obtaining the necessary posters. 6. How does your business currently inform applicants, employees, and recruitment sources (including unions) that you are an Equal Employment Opportunity employer? The above responses are true and correctly reflect our Equal Employment Opportunity policies. Business Name Phone Number Signature Print Name Title Date FILf) APR 02 1019 Iowa ry Clerk City, Iowa City Park Adventure Playground Project 0520 — Page 3 of 6 3. SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES �� f " 210 COMPANY POLICY C'tY Clerk (owa C;, Determine your company's policy regarding equal employment opportunities. Document (owa 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. 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. RECRUITMENT (a) Let potential employees know you are an equal opportunity employer. This can be done by identifying yourself on all recruitment advertising as "an equal opportunity employer". (b) Use recruitment sources that are likely to yield diverse applicant pools. Word-of-mouth recruitment will only perpetuate the current composition of your workforce. Send recruitment sources a letter annually which reaffirms your commitment to equal employment opportunity and requests their assistance in helping you reach diverse applicant pools. (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of City Park Adventure Playground Project 0520 — Page 4 of 6 discrimination. (h) Improve hiring and selection procedures and use non -biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. For your information is a copy of Section 2 — 3 — 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment can be found at: http://www.sterlingcodifiers.com/codebook/index.php?book id=953. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. FILED APR 02 1019 City Clerk Iowa City, Iowa City Park Adventure Playground Project 0520 — Page 5 of 6 SAMPLE: EQUAL EMPLOYMENT OPPORTUNITY POLICY To all empioKees of This Company and i em employment based on 's marital status, race, religio decisions involving hiring, pi layoff or termination; rates including apprenticeship. F environment free from such loyees shall not discriminate agains any employee or applicant for or her age, color, creed, disabilit national origin, gender identity, sex, or sexual orientation. The nti-discrimination policy extends to otion, demotion, or transfer; ecru itment or recruitment advertising; of ay or other forms of co pensation; and selection for training, urthe this Company an its employees will provide a working All employees are encouraged to disabilities for employment. The Equal Employment Opportunity Officer is: i and women applicants and applicants with Name: Address: Telephone: NOTE: This is a SAMPYE ONLY. You may wish to confer with your EEO offic�Or legal counsel to formulate a policy ich specifically meets the needs of your company. \ City Park Adventure Playground Project 0520 — Page 6 of 6 FILE® 0530 APR 0 2 2019 WAGE THEFT POLICY City Clerk Iowa City, Iowa 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. Exceptions. The Wage Theft Policy does not apply to emergency purchases of goods and services, emergency construction or public improvement work, sole source contracts excepted by the City's purchasing manual, cooperative/piggyback purchasing or contracts with other governmental entities. III. Affidavit. The contracting entity must complete the attached affidavit showing compliance with the Wage Theft Policy and provide it to the Contracting Department prior to the execution of the contract. Contract provision: Any contract to which this policy is applicable will include the following contract provision: If the City becomes aware that a person or entity (including an owner of more than 25% of the entity) has admitted guilt or liability or been adjudicated guilty or liable in any judicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages, within the five (5) year period prior to the award or at any time after the award, such violation shall constitute a default under the contract. IV. Waivers. If a person or entity is ineligible to contract with the City as a result of the Wage Theft Policy it may submit a request in writing indicating that one or more of the following actions have been taken: a. There has been a bona fide change in ownership or control of the ineligible person or entity; b. Disciplinary action has been taken against the individual(s) responsible for the acts giving rise to the violation(s); C. Remedial action has been taken to prevent a recurrence of the acts giving rise to the disqualification or default; or d. Other factors that the person or entity believes are relevant. City Park Adventure Playground Project 0530 — Page 1 of 3 The City Manager or Designee shall review the documentation submitted, make any inquiries deemed necessary, request additional documentation if warranted and determine whether a reduction in the ineligibility period or waiver is warranted. Should the City Manager or Designee determine that a reduction or waiver of the ineligibility period is warranted the City Manager or Designee shall make such recommendation to the City Council. The City Council will make a final decision as to whether to grant a reduction or waiver. IL t-L I PG 00 In City Clerk lo+afa City, Iowa City Park Adventure Playground Project 0530 — Page 2 of 3 STATE OF WAGE THEFT AFFIDAVIT FILED APR 02 p[[]g COUNTY ss: City Clerk Iowa City, Iowa upon being duly sworn, state as follows: I am the [position] of ["contracting entity"] and have the authority to execute this affidavit on behalf of said contracting entity and any person or entity with an ownership interest in said contracting entity of more than 25%. 2. Neither [contracting entity] nor any person or entity with an ownership interest of more than 25% of said contracting entity has been adjudicated guilty or liable in anyjudicial or administrative proceeding of committing a repeated or willful violation of the Iowa Wage Payment Collection law, the Iowa Minimum Wage Act, the Federal Fair Labor Standards Act or any comparable state statute or local ordinance, which governs the payment of wages in the last 5 years. Signature This instrument was acknowledged before me by on 20_ Notary Public in and for the State of City Park Adventure Playground 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/. City Park Adventure Playground 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. r APR 022019 IowCity Clerk City, Iowa City Park Adventure Playground Project Page 1 of 1 SUPPLEMENTAL SPECIFICATIONS The City of Iowa City has adopted the Supplemental Specifications to the 2019 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%20Supplemental%20Specs.pdf or are available in the City Engineering Division Office. J 0 n 2Qt9 City Clerk Iowa City, low, City Park Adventure Playground 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. The following special provisions are included at the end of this section: 024119 Selective Demolition 033000 Cast in Place Concrete 055213 Pipe & Tube Railings 116800 Playfield Equipment & Structures 312000 Earth Moving 321313 Concrete Paving & Curbs 321816 Playground Protective Surfacing 312500 Erosion and Sedimentation Control 323223 Segmental Retaining Walls / Steps 329200 Turf and Grasses 329300 Plants tqt:® APR 0 2 Ion City Clerk Iowa City, 1Otya City Park Adventure Playground Project Page 1 of 2 OWNER FURNISHED WORK In addition to Owner's responsibilities outlined in the General Conditions, the Owner will provide the following for this work: P playground equipment 1 LS P shelter 1 LS PI bench PI trash/recycle receptacle 4 EA PI oicnic table 3 EA PI Provided and installed by owner P Provided by owner. Received and installed by contractor City Park Adventure Playground Project Page 2 of 2 PLANS G1.0 Project Plan Items L -Series 1-1.0 Existing Conditions Plan L2.0 Site Preparation and Removals Plan L3.0 Layout and Materials Plan L4.0 Planting Plan L4.1 Plant Schedule 1-5.0-1-5.5 Details C -Series C1.0 Erosion and Sediment Control Plan C1.1 Erosion and Sediment Control Plan C2.0 Grading and Drainage Plan C3.0 Civil Details and Notes E -Series E1.0 Electrical Site Plan E2.0 Electrical Details, Specifications and Notes APPENDICES A-1: Geotechnical Investigation Report FIL O APR 02 2019 City Clerk Iowa City, Iowa City Park Adventure Playground Project Page 1 of 1 SECTION 024119 - STRUCTURE DEMOLITION PART 1 -GENERAL n 1.1 SUMMARY 0t 2019 A. This Section includes the following: 1. Demolition of BuildingCity Clerk 2. Demolition of Retaining Wall 1 °Iva City, 10iya 3. Removal and Disposal of Tree 4. Tree Protection B. See Division 31 Section "Site Clearing" for site clearing and removal of above- and below - grade improvements. 1.2 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled. B. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. C. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. 1.3 SUBMITTALS A. Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and removal work, with starting and ending dates for each activity, interruption of utility services, and locations of temporary partitions and means of egress. B. Predemolition Photographs: Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by selective demolition operations. Submit before Work begins. C. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. 1.4 QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. B. Refrigerant Recovery Technician Qualifications: Certified by an EPA -approved certification program. CITY PARK ADVENTURE PLAYGROUND PROJECT 024119-1 STRUCTURE DEMOLITION C. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. D. Standards: Comply with ANSI A10.6 and NFPA 241. E. Predemolition Conference: Conduct conference at Project site. 1.5 PROJECT CONDITIONS A. Owner will occupy portions of building immediately adjacent to demolition area. Conduct demolition so Owner's operations will not be disrupted. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. D. Storage or sale of removed items or materials on-site is not permitted. E. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. K-�1110-11111"a 'LIN A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties. PART 2 - PRODUCTS (Not Used) FSS �® PART 3 - EXECUTION APR p 2 1019 3.1 EXAMINATION1 City Cterk Iowa City, iowa A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. C. Inventory and record the condition of items to be removed and salvaged. D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. CITY PARK ADVENTURE PLAYGROUND PROJECT 024119-2 STRUCTURE DEMOLITION E. Survey of Existing Conditions: Record existing conditions by use of measured drawings and preconstruction photographs. F. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. 3.2 UT LrrY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems: Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. B. Service/System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished. 1. Arrange to shut off indicated utilities with utility companies. 2. If services/systems are required to be removed, relocated, or abandoned, before proceeding with selective demolition provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. 3. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing. 3.3 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. Comply with requirements for access and protection specified in Division 01 Section "Temporary Facilities and Controls." B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. _ 3.4 SELECTIVE DEMOLITION ��r, of cols A. Demolition of Building City Clerk B. Demolition of Retaining Wall Iowa City, Iowa C. General: Demolish and remove existing construction only to the extent indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden CITY PARK ADVENTURE PLAYGROUND PROJECT 024119-3 STRUCTURE DEMOLITION space before starting flame -cutting operations. Maintain fire watch and portable fire - suppression devices during flame -cutting operations. 2. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 3. Dispose of demolished items and materials promptly. Comply with requirements in Division 01 Section "Construction Waste Management and Disposal." D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during demolition and cleaned and reinstalled in their original locations after demolition operations are complete. 3.5 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be recycled or salvaged, remove demolished materials from Project site and legally dispose of them in an EPA -approved landfill. Comply with requirements specified in Division 0l Section "Construction Waste Management and Disposal." B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 3.6 REMOVAL AND DISPOSAL OF TREE A. Remove trees 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. 5. Chip removed tree branches and dispose of off-site. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless fiuther excavation or earthwork is indicated. 1. 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. FI ■ L D 3.7 TREE PROTECTION APR 02 2619 A. As indicated on plans CI � IOW r Clerk B. Temporary Fencing: Install temporary fencing around tree protection zones rlt�rr remaining trees and vegetation from construction damage. Maintain temporary fence and remove when construction is complete. CITY PARK ADVENTURE PLAYGROUND PROJECT 024119-4 STRUCTURE DEMOLITION C. Protect tree root systems from damage caused by runoff or spillage of noxious materials while mixing, placing, or storing construction materials. Protect root systems from ponding, eroding, or excessive wetting caused by dewatering operations. D. Chain -Link Fence: Metallic -coated steel chain-link fence fabric of 0.120 -inch- diameter wire; a minimum of 48 inches high; with 1.9 -inch- diameter line posts; 2 -3/8 -inch- diameter terminal and comer posts; 1 -5/8 -inch- diameter top rail; and 0.177 -inch- diameter bottom tension wire; with tie wires, hog ring ties, and other accessories for a complete fence system. E. Do not store construction materials, debris, or excavated material inside tree protection zones. Do not permit vehicles or foot traffic within tree protection zones; prevent soil compaction over root systems. 3.8 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 024119 • �G"201 C4 Clerk 'c"City , Iowa CITY PARK ADVENTURE PLAYGROUND PROJECT 024119-5 STRUCTURE DEMOLITION 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 for light footings, playground footings, and shelter footings. This work is considered incidental to the installation of these items and will not be measured or paid for separately. 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. r IL B. Design Mixtures: For each concrete mixture. �® C. Material test reports. APR 0 2 ?019 D. Shop Drawings:to City Clerk 1. Reinforcing materials Iowa City, low, 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 315, "Standard Practice for Detailing Reinforced Concrete" 3. ACI 318, "Building Code Requirements for. Structural Concrete" 4. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." CITY PARK ADVENTURE PLAYGROUND PROJECT 033000-1 CAST -IN-PLACE CONCRETE PART 2 -PRODUCTS 2.1 FORM -FACING MATERIALS A. Smooth -Formed Finished Concrete: Form -facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. B. Rough -Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. 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: Portland Cement: ASTM C 150, Type 11 a. Fly Ash: ASTM C 618, Class C. b. Ground Granulated Blast-Fumace 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. Water: ASTM C 94/C 94M and potable. D. Air -Entraining Admixture: ASTM C 260. Ciiy Clerk Iowa City, Iowa E. 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. CITY PARK ADVENTURE PLAYGROUND PROJECT 033000-2 CAST -IN-PLACE CONCRETE 5. High -Range, Water -Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type 11. 2.4 CURING MATERIALS A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. B. Water: Potable. C. Clear, Waterbome, Membrane -Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A. 2.5 RELATED MATERIALS A. Expansion- and Isolation -Joint -Filler Strips: %z" thick polyethylene, closed cell, expansion joint filler w/ strip cap. 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. Consult with manufacturer for mix design / procedures in form lined seatwalls.FI L E D C. Proportion normal -weight concrete mixture as follows: APR 02 2019 1. Minimum Compressive Strength: 4000 psi at 28 days. CitY Clerk 2. Maximum Water-Cementitious Materials Ratio: 0.40. Iowa City, Iowa 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 I -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. CITY PARK ADVENTURE PLAYGROUND PROJECT 033000-3 CAST -IN-PLACE CONCRETE 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 on exterior corners and edges of permanently exposed concrete unless otherwise noted. 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 t 0 ` 2019 City Clerk A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcenlfta City, Iowa Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. 3.4 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. C. Contraction Joints in Slabs -0n -Grade: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one- fourth of concrete thickness as follows: 1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces. 2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8 -inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. CITY PARK ADVENTURE PLAYGROUND PROJECT 033000-4 CAST -IN-PLACE CONCRETE D. Isolation Joints in Slabs -on -Grade: After removing formwork, install joint -fillet strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. 3.5 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Bear foundations on undisturbed native soil or engineered fill having a minimum safe net allowable bearing pressure of 2,000 psf. C. 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 accordinto AC D. Cold -Weather Placement: Comply with ACI 306.1. FILED E. Hot -Weather Placement: Comply with ACI 301. APR 02 2019 City Clerk 3.6 FINISHING FORMED SURFACES Iowa City, lows 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: 1. Smooth -Rubbed Finish: Not later than one day after form removal, moisten concrete surfaces and rub with carborrndum 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 CITY PARK ADVENTURE PLAYGROUND PROJECT 033000-5 CAST -IN-PLACE CONCRETE formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. 3.7 FINISHING FLOORS AND SLABS A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. B. Broom Finish: Apply a medium broom finish to match exterior concrete paving as indicated. 3.8 CONCRETE PROTECTING AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and ACI 301 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 Ib/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. 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. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture -retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 3. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated 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 ArchitecC:4eW" and replace concrete that cannot be repaired and patched to Architect's approval. lo,r i town 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. CITY PARK ADVENTURE PLAYGROUND PROJECT 033000-6 CAST -IN-PLACE CONCRETE 2. Contractor to pull 4 cylinders for every 50 CY of concrete for compression testing. One at 7 days, two at 28 days and a spare. END OF SECTION 033000 FILE® APR 02 1019 City Clerk Iowa City, Iowa CITY PARK ADVENTURE PLAYGROUND PROJECT 033000-7 CAST -IN-PLACE CONCRETE SECTION 055213 - PIPE AND TUBE RAILINGS PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Handrail 1.2 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide railings capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: Handrails: a. Uniform load of 501bf/ ft. applied in any direction. b. Concentrated load of 200 lbf applied in any direction. C. Uniform and concentrated loads need not be assumed to act concurrently. B. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. 1.3 SUBMITTALS A. Product Data: For mechanically connected railings, grout, anchoring cement, and paint products. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. 1. For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Samples: For each exposed finish required. D. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, according to ASTM E 894 and ASTM E 935. E. Mockup: Provide mockup for cattail chaos that allows for above grade pipe, connection, and overall heights to be adjusted representing 1 stem showing all welds and finishes. CITY PARK ADVENTURE PLAYGROUND PROJECT 055213-1 PIPE AND TUBE RAILINGS PART2-PRODUCTS 2.1 METALS A. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails, unless otherwise indicated. B. Steel and Iron: 1. Pipe: ASTM A 53/A 53M, Type F or Type S, Grade A, Standard Weight (Schedule 40), unless another grade and weight are required by structural loads. 2. Plates, Shapes, and Bars: ASTM A 36/A 36M. F11 Fn C. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. APR 0 2 1019 2.2 MISCELLANEOUS MATERIALS CityClerk A. Fasteners: Provide concealed fasteners, unless unavoidable or standard for railWmJs'rrA&kWffa 1. Steel Railings: Plated steel fasteners complying with ASTM B 633, Class Fe/Zn 25 for electrodeposited zinc coating. B. Anchors: Provide cast -in-place anchors, fabricated from corrosion -resistant materials with capability to sustain, without failure, a load equal to six times the load imposed when installed in unit masonry and equal to four times the load imposed when installed in concrete, as determined by testing per ASTM E 488. C. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. D. Grout and Anchoring Cement: Factory -packaged, nonshrink, nonmetallic grout complying with ASTM C 1107; or water-resistant, nonshrink anchoring cement; recommended by manufacturer for exterior use. 2.3 FABRICATION A. General: Fabricate railings to comply with design, dimensions, and details indicated, but not less than that required to support structural loads. B. Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings. C. Nonwelded Connections: Connect members with concealed mechanical fasteners and fittings. D. Form changes in direction by bending. E. Form curves by bending in jigs to produce uniform curvature; maintain cross section of member throughout bend without cracking or otherwise deforming exposed surfaces. F. Close exposed ends of railing members with prefabricated end fittings. CITY PARK ADVENTURE PLAYGROUND PROJECT 055213-2 PIPE AND TUBE RAILINGS G. Provide wall returns at ends of wall -mounted handrails, unless otherwise indicated. H. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and anchors to interconnect railing members to other work, unless otherwise indicated. 2.4 FINISHES A. Steel and Iron: 1. Shop -Primed Steel Finish: Prepare to comply with SSPC-SP 7/NACE No. 4, 'Brush-off Blast Cleaning" and apply primer to comply with SSPC-PA 1. 2. Provide galvanized finish for exterior installations. PART 3 - EXECUTION 3.1 INSTALLATION A. General: Perform cutting, drilling, and fitting required for installing railings. Set railings accurately in location, alignment, and elevation. 1. Set posts plumb within a tolerance of 1/16 inch in 3 feet. 2. Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet. B. Anchor posts in concrete by inserting into and grouting annular space. C. For rebar cage, grind sharp ends and loop wire ties to omit sharp exposed edges. D. Adjusting and Cleaning: 1. Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with the same material as used for shop painting. 2. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780. END OF SECTION 055213 [7.7 •�°'' �ti 2019 IowaY Clerk City, Iowa CITY PARK ADVENTURE PLAYGROUND PROJECT 055213-3 PIPE AND TUBE RAILINGS SECTION 116800 - PLAY FIELD EQUIPMENT AND STRUCTURES PARTI-GENERAL 1.1 1.2 1.3 SUMMARY A. This Section includes the following: 1. Play Structure Installation a. Timber Stacks, Macon b. PlayBooster C. Global Motion d. Saddle Spinner e. Slidewinder 2 1.4 SUBMITTALS A. Coordination Drawings: Plans, drawn to scale, on which the following items are shown and coordinated with each other, based on input from installers of the items involved: 1. Extent of surface systems and use zones for equipment. FILED 2. Critical heights for playground surface, or fall heights for equipment. � C B. Manufacturers Kit: APR 0 2 2019 1. Installation Drawings 2. Touch up Paint 3. Spare Parts 4. Instruction & Maintenance Manuals City Clerk Iowa City, Iowa C. Manufacturers' inspection letter stating compliance with ASTM & CPSC requirements. D. Manufacturers' standard warranty. DELIVERY, HANDLING AND STORAGE A. Contractor shall coordinate the delivery and acceptance of the play equipment with the Owner. B. The installing contractor shall check all materials delivered to the site to ensure that the correct materials have been received and are in good condition. QUALITY ASSURANCE A. Installer Qualifications: An employer of workers trained and approved by manufacturer. B. Safety Standards: Provide playground equipment complying with or exceeding requirements in the following: CITY PARK ADVENTURE PLAYGROUND PROJECT 116800-1 PLAY FIELD EQUIPMENT AND STRUCTURES 1. ASTM F 1487. 2. CPSC No. 325. PART2-PRODUCTS 2.1 PLAYGROUND EQUIPMENT 1. Timber Stacks a. Macon model #ZZXX1322 wood climber as supplied by Playworld Systems as supplied by Reese Recreation, Sue Koch 888.206.4861. b. See drawings for additional information. 2. PlayBooster: a. Landscape Structures Inc. b. Available from Outdoor Recreation Products 888.233.0222 C. See drawings for additional information. 3. Global Motion a. Landscape Structures Inc. b. Available from Outdoor Recreation Products 888.233.0222 C. See drawings for additional information. 4. Saddle Spinner a. Landscape Structures Inc. b. Available from Outdoor Recreation Products 888.233.0222 C. See drawings for additional information. 5. Slidewinder 2 a. Landscape Structures Inc. b. Available from Outdoor Recreation Products 888.233.0222 C. See drawings for additional information. 2.2 CAST -IN-PLACE 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. - PART 3 - EXECUTION IPP, on 201q 3.1 INSTALLATION, GENERAL IowCity a CiClork ty Iowa 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 CITY PARK ADVENTURE PLAYGROUND PROJECT 116800-2 PLAY FIELD EQUIPMENT AND STRUCTURES 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 indicated in firm, undisturbed or compacted subgrade soil. C. Post Set with Concrete Footing: Comply with ACI 301 for measuring, batching, mixing, 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 correct installation of anchorages for equipment. END OF SECTION 116800 FILED APR 02201? IowaY Clerk City, Iowa CITY PARK ADVENTURE PLAYGROUND PROJECT 116800-3 PLAY FIELD EQUIPMENT AND STRUCTURES SECTION 312000 - EARTH MOVING PART 1 -GENERAL 1.1 SUMMARY A. This Section includes the following: I. Preparing subgrades for slabs -0n -grade, walks, pavements, and related improvements. 2. Excavating and backfilling for buildings, structures, and landforms. 3. Drainage course for slabs -on -grade. 4. Subbase course for concrete walks and pavements. 5. Subbase and base course for asphalt paving. 6. Excavating and backfilling for utility trenches. 7. Topsoil placement for seeding and planting. 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 Landscape Architect. Authorized additional excavation and replacement material will be paid for according to Contract provisions changes in the Work. 2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Landscape Architect. Unauthorized excavation, as well as remedial work directed by Landscape Architect, shall be without additional compensation. G. Fill: Soil materials used to raise existing grades. CL zn' LOWER CITY PARK ADVENTURE PLAY12 - I EARTH MOVING City ler Iowa City, Iowa H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. 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. K. Utilities: On-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. 1.3 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing by Landscape Architect and then only after arranging to provide temporary utility services according to requirements indicated. B. Earthwork is intended but not guaranteed to balance. Notify Landscape Architect if site grading adjustments are required to meet this goal. FILE PART 2 -PRODUCTS APR 0 2'1019 2.1 SOIL MATERIALS City Clerk Iowa City, Iowa 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. 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. 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. E. 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. LOWER CITY PARK ADVENTURE PLAY 312000-2 EARTH MOVING F. Bedding Course: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; except with 100 percent passing a 1 -inch sieve and not more than 8 percent passing a No. 200 sieve. G. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse -aggregate grading Size 57; with 100 percent passing a 1 -1/2 -inch sieve and 0 to 5 percent passing a No. 8 sieve. 2.2 ACCESSORIES A. Filter / Geotextile Fabric: Nonwoven geotextile, specifically manufactured as a drainage geotextile; made from polyolefins, polyesters, or polyamides; and with the following minimum properties determined according to ASTM D 4759 and referenced standard test methods: 1. Grab Tensile Strength: 110 lbf; ASTM D 4632. 2. Tear Strength: 40 lbf; ASTM D 4533. 3. Puncture Resistance: 50 Ibf; ASTM D 4833. 4. Water Flow Rate: 150 gpm per sq. ft.; ASTM D 4491. 5. Apparent Opening Size: No. 50; ASTM D 4751. B. Underground detectable warning tape: Laminate construction identifiable using standard locating equipment, capable of enduring anticipated temperature ranges, minimum 2" width, with standard APWA colors, not less than 5 mil thickness. C. Stone for shoreline stabilization shall be 4-7' diameter rounded granite or quartz cobble. Angular limestone riprap will not be accepted. = n PART 3 - EXECUTION O9 0 o Z019 3.1 PREPARATION City Clerk Iowa City, Iowa 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. LOWER CITY PARK ADVENTURE PLAY 312000-3 EARTH MOVING 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 and removing concrete formwork, for installing services and other construction, and for inspections. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms to required lines and grades to leave solid base to receive other work. 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 FILED A. Excavate trenches to indicated gradients, lines, depths, and elevations. APR 0 2 2019 B. Excavate trenches to uniform widths as indicated on the plans. City Clerk Iowa City, Iowa 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. Excavate trenches to allow for bedding course as indicated on the plans. 3.6 SUBGRADE INSPECTION A. Proof -roll subgrade below the building 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 Landscape Architect, without additional compensation. 3.7 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation as directed by Landscape Architect. LOWER CITY PARK ADVENTURE PLAY 312000-4 EARTH MOVING 3.8 STORAGE OF SOIL MATERIALS A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 1. Stockpile soil materials away from edge of wetlands, drainageways, and excavations. Do not store within drip line of remaining trees or other environmentally sensitive areas. 3.9 UTILITY TRENCH BACKFILL A. Place backfill on subgrades 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 below pavement with compacted granular material as indicated on the Plans. D. Place and compact initial backfill of satisfactory soil or compacted granular material, free of particles larger than I inch in any dimension, to a height of 12 inches over the utility pipe or conduit. 1. Carefully compact initial backfill under pipe haunches and compact evenly up on both sides and along the full length of utility piping or conduit to avoid damage or displacement of piping or conduit. Coordinate backfilling with utilities testing. E. Place and compact final backfill of satisfactory soil or compacted granular material to final subgrade elevation. F. Install warning tape directly above utilities, 12 inches below finished grade, except 6 inches below subgrade under pavements and slabs. 3.10 SOIL FELL 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 turf and planted areas, use satisfactory topsoil 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. or ?rq�' 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. LOWER CITY PARK ADVENTURE PLAY 312000-5 EARTH MOVING I . 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 A. Place backfill and fill soil materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand -operated tampers. ff] A Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. 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 98 percent. 2. Under walkways, scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 95 percent. 3. Under turf, landscape 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. Under planting beds, refer to Division 32 sections for plants and seeding for compaction requirements. 5. For utility trenches, compact each layer of initial and final backfill soil material at 85 percent, unless below pavement of structure, in which case follow above requirements. 3.13 GRADING A. 0 3.14 A. El 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. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Turf, landscape or unpaved Areas: Plus or minus 1 inch 2. Walks: Plus or minus 1/2 inch (5% Max longitudinally, 2% max laterally) FILED 3. Pavements: Plus or minus 1/2 inch SUBBASE AND BASE COURSES Place base course on subgrades free of mud, frost, snow, or ice. On prepared subgrade, place base course under pavements and walks as follows: APR 02 1019 City Clerk Iowa City, Iowa LOWER CITY PARK ADVENTURE PLAY 312000-6 EARTH MOVING Compact subbase and base 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 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: I. 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 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic 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, disturbed 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. 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible. 3.17 DISPOSAL OF EXCESS SOIL MATERIALS A. Grading plan is intended but not guaranteed to balance cut and fill on-site. Contractor shall remove and legally dispose of excess soil material. END OF SECTION 312000 LOWER CITY PARK ADVENTURE PLAY EARTH MOVING 312000-7 SECTION 312500 — EROSION AND SEDIMENT CONTROL PART1 GENERAL 1.1 DESCRIPTION A. Work Included: 1. This section encompasses the work necessary to install temporary stormwater pollution control measures which shall be required of the Contractor. This work shall consist of furnishing, installing, maintaining, and removing temporary control measures as needed to prevent the discharge of silty or polluted stormwater from the construction site, or as ordered by the Owner's Representative. The control of stormwater pollution through the use of erosion/sediment control devices shall be in accordance with these specifications. B. Stormwater Detention Basins I. Conflict with federal, state or local laws, rules or regulations. a. In the event of conflict between these requirements and pollution control laws, rules, or regulations of federal, state or local agencies, the more restrictive laws, rules or regulations shall apply. C. Method of Measurement and Basis of Payment I. No measurement of any facility shall be made. All labor and material to construct, maintain, and remove erosion/sediment control facilities shall be included in the lump sum bid price for erosion/sediment control. 1.2 SUBMITTALS A. Submit manufacturer's catalog data and installation instructions for all applicable erosion/sediment control products. B. Certification and Sampling: The Owner's Representative reserves the right to sample and test any material offered for use. Acceptance shall be based on the certification and the results of any tests the Owner's Representative may perform. FILE® APR 0 2 2019 City Clerk Iowa City, Iowa LOWER CITY PARK ADVENTURE PLAY 312500-1 EARTH MOVING PART2 PRODUCTS 2.1 MATERIALS A. Erosion Control 1. Permanent Seeding a. Shall be in accordance with the Planting Plan. See Sheet 1-4.0. 2. Biodegradable Erosion Control Blanket a. Shall be North American Green Double Net, model SC150BN or approved equal. b. Erosion control blanket to be installed with 6" minimum 100% biodegradable landscape stakes. B. Sediment Control Practices used on the construction site to divert flows away from disturbed areas, to store flows, or to limit the discharge of pollutants from the site to the degree attainable. a. Compost Filter Tube 1) Shall be in accordance with the Urban Standard Specifications for Public Improvements Manual (SUDAS), Division 9 — Site Work and Landscaping, Section 9040 and meet all of the requirements of this Section. 2) Flow rates: AASHTO M 288-96. 3) Strength: Material strength shall be sufficient to prevent tearing, ripping, or other significant damage throughout the intended period of use. 4) Biodegradability: The tube shall be made of natural materials that are biodegradable. Products shall begin to break down in approximately six months. 5) Filter Material: a) Use material derived from wood, bark, or other non- toxic vegetative feedstocks. b) Use material with no visible admixture of refuse or other physical contaminants, nor any material toxic to plant growth. LOWER CITY PARK ADVENTURE PLAY EARTH MOVING t 01 �p1J Cii1 Clerk lova C 1%2�0&�42 C) Use material meeting the following particle sizes: Sieve Size Percent Passing 2" 100 1" 90-100 3/8" 0-30 b. Stabilized Construction Entrance / Contractor Staging and Laydown Area 1) Maintain existing pavement or provide 6" thick layer of 3" clean macadam stone. 2) Install TenCate Marafi. RS380i geotextile filter fabric below stone, or approved equal. C. Intake Protection — Area Drain 1) Shall be Dandy Bag or Dandy Pop by Dandy Products, Flexstorm. Catch -It by Inlet and Pipe Protection, Inc. (IPP) with standard woven bag or approved equal. 2. All temporary sediment controls shall be removed and disposed of as needed to accommodate final site restoration. Once final stabilization is1 e, sediment controls shall be removed by the Contractor. PART 3 EXECUTION APR 0 2 2019 aity Clerk 10 3.1 GENERAL EROSION AND SEDIMENT CONTROL REQUIREMENTS City, 1pwa A. General 1. Contractor shall limit the surface area of erodible earth. The Contractor shall provide immediate permanent or temporary erosion/sediment control measures to prevent contamination of adjacent streams of other watercourses, lakes, ponds, or other areas of water impoundment. 2. Contractor shall incorporate all permanent erosion/sediment control features into the project at the earliest practicable time. 3. Minimum erosion/sediment control devices are shown on the Drawings. It is the Contractor's responsibility to control erosion and sediment on the site. Additional controls shall be installed as required to satisfy this requirement. B. Limitation of Area Disturbed 1. The surface area of erodible earth material exposed at one time by clearing and grubbing, by excavating, by fill, or by borrow shall be minimized at all times without written approval of the Owner's Representative. 2. The maximum quantity of exposed area may be increased or decreased based on weather conditions, construction procedures or site conditions by Owner's Representative. LOWER CITY PARK ADVENTURE PLAY 312500-3 EARTH MOVING C. Rivers, Streams and Impoundments I . Construction operations in rivers, streams, and impoundments shall be restricted to those areas which must be entered for the construction of temporary or permanent structures. 2. Frequent fording of live streams with construction equipment shall be minimized. D. Borrow and Waste Areas 1. All on-site borrow and waste areas, shall meet the requirements of the erosion and sediment controls as identified in the Drawings. Contractor shall provide all erosion/sediment controls as necessary to contain material on site. 3.2 PERMANENT SEEDING A. Installation procedures shall be in accordance with the Planting Plan. See Sheet L4.0. 3.3 SODDING A. Installation procedures shall be in accordance with Section 329223 - Sodding. 3.4 BIODEGRADABLE EROSION CONTROL BLANKET A. Installation shall be in accordance with the manufacturer's specifications and details. 3.5 HYDRAULIC EROSION CONTROL A. Installation be in accordance with the manufacturer's specifications and details. B. Apply at a minimum rate of 3500 lbs/acre dry weight. 3.6 COMPOST FILTER TUBE A. Conditions Where Applicable: 1. Slopes less than 10% grade. B. Construction Requirements: 1. Pneumatically fill mesh filter tube of size and length as indicated on the Drawings. 2. Excess tube material shall be tied off and staked at both ends. i. LOWER CITY PARK ADVENTURE PLAY EARTH MOVING :;i :4 3. Maximum compost tube spacing: 4. Do not use in areas of concentrated flow. Compost filter tubes are only intended to control and filter sheet flow. 5. Compost filter tubes should be placed using "smiles" and j -hooks. 6. In order to prevent water flowing around the ends of compost filter tubes, point the ends upslope to place at a higher elevation. Maintenance 1. Any deficiencies shall be immediately corrected. 2. Sediment shall be removed when the control has lost 33% of its capacity. 3. Upon final stabilization, remove and dispose of any excess silt accumulations, grade and dress the area to the satisfaction of the Owner's Representative and establish vegetation on all bare areas in accordance with the contract requirements. 3.7 STABILIZED CONSTRUCTION ENTRANCE / STAGING AND LAYDOWN AREA A. Maintenance 1. Condition of the aggregate shall be monitored daily to prevent tracking or flow of mud onto the surrounding roads, drives, and parking lots. 2. Accumulation of mud must be removed and more aggregate added as needed. 3.8 INTAKE PROTECTION -AREA DRAIN A. Conditions where applicable: for use with flat grates (including round) and mountable curbs. B. Construction Requirements: 1. Installation shall be in accordance with the manufacturer's specifications and details. 2. Install as shown on the Drawings and at other locations as directed by the Owner's Representative. LOWER CITY PARK ADVENTURE PLAY EARTH MOVING FILE® APR 02 2% 38S perk to City, Iowa Tube Diameter (Ft) Slope 8" 12" or Greater 0-2% 75' 125' 2-5% 50' 75' 5-10% 30' 50' 4. Do not use in areas of concentrated flow. Compost filter tubes are only intended to control and filter sheet flow. 5. Compost filter tubes should be placed using "smiles" and j -hooks. 6. In order to prevent water flowing around the ends of compost filter tubes, point the ends upslope to place at a higher elevation. Maintenance 1. Any deficiencies shall be immediately corrected. 2. Sediment shall be removed when the control has lost 33% of its capacity. 3. Upon final stabilization, remove and dispose of any excess silt accumulations, grade and dress the area to the satisfaction of the Owner's Representative and establish vegetation on all bare areas in accordance with the contract requirements. 3.7 STABILIZED CONSTRUCTION ENTRANCE / STAGING AND LAYDOWN AREA A. Maintenance 1. Condition of the aggregate shall be monitored daily to prevent tracking or flow of mud onto the surrounding roads, drives, and parking lots. 2. Accumulation of mud must be removed and more aggregate added as needed. 3.8 INTAKE PROTECTION -AREA DRAIN A. Conditions where applicable: for use with flat grates (including round) and mountable curbs. B. Construction Requirements: 1. Installation shall be in accordance with the manufacturer's specifications and details. 2. Install as shown on the Drawings and at other locations as directed by the Owner's Representative. LOWER CITY PARK ADVENTURE PLAY EARTH MOVING FILE® APR 02 2% 38S perk to City, Iowa C. Maintenance: 1. Remove all accumulated sediment and debris as requited. END OF SECTION 312500 LOWER CITY PARK ADVENTURE PLAY EARTH MOVING qq Ci,y clenlC i31�(��Z1C Iowa SECTION 321313 - CONCRETE PAVING PART 1 -GENERAL 1.1 SUMMARY A. This Section includes exterior cement concrete pavement for the following: 1. Concrete Paving 2. Concrete Stamping 3. Concrete Stain 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Design Mixtures: For each concrete pavement mixture. C. Color Samples: Submit full color range standard color sample chips for confirmation prior to preparing the mockup. D. Mockup: Provide 4'x4' mockup with jointed divisions representing each pigment and finish type in a separate location from work to be performed, to serve as the basis for all work, to be maintained on site until after construction. 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 ACI 301, "Specification for Structural Concrete," unless modified by requirements in the Contract Documents. FILED PART2-PRODUCTS 2.1 STEEL REINFORCEMENT APR p 2 ZU19 toaC Clerk tY, Iowa A. Plain -Steel Welded Wire Reinforcement: ASTM A 185, fabricated from as -drawn steel wive into flat sheets. B. Plain -Steel Reinforcing Bars: ASTM A 615/A 615M, Grade 60; deformed. C. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars, welded wire reinforcement, and dowels in place. Manufacture bar supports according to CRSI's "Manual of Standard Practice." LOWER CITY PARK ADVENTURE PLAY CONCRETE PAVING 321313-1 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 III, gray. a. Fly Ash: ASTM C 618, Class F. b. Ground Granulated Blast-Fumace Slag: ASTM C 989, Grade 100 or 120. B. Normal -Weight Aggregates: ASTM C 33, coarse aggregate, uniformly graded. Provide aggregates from a single source. C. Water: ASTM C 94/C 94M. D. Air -Entraining Admixture: ASTM C 260. E. 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 CONCRETE STAMP PATTERNS A. Provide concrete stamp patterns as supplied by 1. A-1 Supply Co 509.762.9389 2. Matcrete 800.777.7063 3. Pacific Concrete Images: 949.581.0270 B. Representing the following animal footprints: 1. Child's Footprints 2. Squirrel 3. Rabbit 4. Fox 5. Deer 6. Hawk 7. Otter 2.4 CONCRETE STAIN A. In low points of stamped animal tracks / engraving, provide stain. Color to be achieved with standard colors with Concrete Stain: Stain shall be Elements Transparent Stain / Perniacast Sierra Stain as supplied by Butterfield Color 800.282.3388 or approved equal. Initial color selection is indicated below: 1. Color A: BAS — 19: Kona Brown B. Sealant: Clear Guard Cure and Seal concrete sealer as supplied by Butterfield Color' 800.282.3388 or approved equal. LOWER CITY PARK ADVENTURE PLAY CONCRETE PAVING 321313-2 2.5 CURING MATERIALS A. Water: Potable. B. DO NOT USE A CURING COMPOUND ON DECORATIVE CONCRETE PAVING. Concrete will be sealed using a water based silane / siloxane water repellent for color sensitive concrete. Follow manufacturer's recommendations for curing. 2.6 RELATED MATERIALS A. Expansion- and Isolation -Joint -Filler Strips: ''/2" thick polyethylene, closed cell, expansion joint filler w/ strip cap. B. Joint Sealant: Sonnebom, Sonolastic TX 1 or approved equal, Color to match final finished surface. C. Round Backer Rods for Cold- and Hot -Applied Sealants: ASTM D 5249, Type 1, of diameter and density required to control sealant depth and prevent bottom -side adhesion of sealant. 2.7 CONCRETE MIXTURES A. Prepare design mixtures, proportioned according to ACI 301, with the following properties: 1. Compressive Strength (28 Days): 4000 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. 2.8 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 FILED 3.1 EXAMINATION APR 0 2 2019 City Clerk A. Proof -roll prepared subbase surface below concrete pavements with heavy pne%YY"JoWa equipment to identify soft pockets and areas of excess yielding. 3.2 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 fomes to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement. LOWER CITY PARK ADVENTURE PLAY CONCRETE PAVING 321313-3 B. Clean forms after each use and coat with form -release agent to ensure separation from concrete without damage. 3.3 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. 3.4 JOINTS A. General: Form construction, isolation, and contraction joints and tool edgings true to line with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline, unless otherwise indicated. 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. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8 -inch wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before developing random contraction cracks. E. Edging: Tool edges of pavement and expansion 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. 3.5 EMBEDMENTS A. Place expansion joint material with caulk around all items embedded in concrete. 3.6 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 textured and uniform surface plane before excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments. LOWER CITY PARK ADVENTURE PLAY CONCRETE PAVING 321313-4 3.7 CONCRETE STAMPING A. Install per manufacturers recommendations. 3.8 STAINING A. Install per manufacturers recommendations and in accordance with the approved mockup. 3.9 FLOAT FINISHING 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. C. Concrete Finish: Medium Textured Broom Finish: Provide finish by striating float -finished concrete surface 1/16 to 1/8 inch deep with a stiff -bristled broom, perpendicular to line of traffic. 3.10 CONCRETE PROTECTION AND CURING A. Verify procedure to avoid conflicts with specialty finish recommendations. B. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. C. Comply with ACI 306.1 for cold -weather protection. D. 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. E. Begin curing after finishing concrete but not before free water has disappeared from concrete surface. F. DO NOT use a curing compound on decorative concrete paving. Concrete will be sealed using a water based silane / siloxane water repellent for color sensitive concrete. Follow manufacturer's recommendations for curing. 3.11 PAVEMENT TOLERANCES FILED A. Comply with tolerances of ACI 117 and as follows: APR 0 2 2019 1. Elevation: 1/4 inch. Citerk 10wa City,Y Cl IOWA LOWER CITY PARK ADVENTURE PLAY CONCRETE PAVING 321313-5 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. 7. Slopes greater than 5% longitudinally or 2% laterally will not be accepted. 3.12 STAIN SUBSTRATE PREPARATION A. Allow concrete to cure minimum 21 days before staining. B. Protect surfaces not to be stained from over -spray, run-off, and tracking. C. Clean substrates thoroughly using trisodium phosphate (TSP) and water with a scrub brush, according to manufacturer's instructions. Do not use acidic cleaners to clean substrates before staining. D. For hard troweled surfaces, open surface of substrates by sanding with 80 -grit sanding disk or black scrubbing pad. Test sanding in an unobtrusive location to assure that sand and aggregate are not exposed by excessive sanding. E. Test substrates by spotting with water. If water beads, or does not penetrate surface, continue preparing substrates. F. Rinse substrates until rinse water is clean. Collect cleaning residue by wet vacuuming or squeegee to drains. G. Allow substrates to dry thoroughly prior to application of stains. H. Divide substrates into small areas by natural stopping points, such as walls and joint lines. I. Protection: Protect substrates during the construction period. J. Scoring: Score concrete surfaces before staining with diamond blades to a depth of 1/8 -inch. K. Rinse until rinse water is clean. 3.13 STAINING PREPARATION A. Allow concrete pavement to cure for per manufacturers recommendations days and be dry before starting application. B. Sweep and clean surface to eliminate loose material and dust. C. Install stain per manufacturer's recommendations. LOWER CITY PARK ADVENTURE PLAY CONCRETE PAVING CiiY Clerk Iowa City, Iowa 321313 - 6 3.14 STAINING A. Apply stain to concrete surfaces by acid -resistant sprayer or acid -resistant natural fiber brush, immediately scrubbing into surface in a random circular motion, according to manufacturer's instructions. B. Maintain a wet edge, working newly applied stain into edges of adjacent wet edges of previously treated surfaces. Maintain consistent saturation throughout application. Do not splash, drip, or puddle stain on substrates to prevent darker effects. C. After initial application of stain has reacted 4 hours minimum, test surface to determine if sufficient color has been applied to match field samples. 1. Remove residue from small section by wet scrubbing and rinsing. 2. If test indicates color is not sufficient, apply additional stain, allow to dry, and retest. D. When color is sufficient, neutralize stain by mopping with a solution of one pound of baking soda mixed in 5 gallons of water. Remove stain residue by wet scrubbing with water and a stiff, acid -resistant brush. Do not use soap. Rinse until rinse water is clean. E. Collect rinse water by vacuuming or absorbing with inert material. Dispose of st�su rinse water, and absorbent materials legally. ieE APR 0 2 1019 3.15 STAIN SEALING City Clerk IowA. Sealer Application: After stained and rinsed concrete has thoroughly dried, uniforrmly pplyltv. IOWB sealer in continuous operation by sprayer or short nap roller according to manufacturer's instructions. After initial application is dry and tack free, apply a second coat. 1. Do not over apply or apply in a single heavy coat. 2. Verify adequacy of slip resistance before opening up surfaces to traffic. 3.16 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. END OF SECTION 321313 LOWER CITY PARK ADVENTURE PLAY CONCRETE PAVING 321313-7 SECTION 321816 - PLAYGROUND PROTECTIVE SURFACING PARTI GENERAL 1.1 DESCRIPTION A. Playground Safety Surfacing System: 1. Resilient, poured-in-place(PIP), playground safety surfacing. a. Play surfacing PIP b. Play surfacing PIP w/slope 1.2 RELATED SECTIONS 1.3 A. Section 116800: Playground Equipment and Structures B. Section 033000: Cast -in -Place Concrete A. ASTM C 67 — Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile. B. ASTM C 501 — Standard Test Method for Relative Resistance to Wear of Unglazed Ce- ramic Tile by the Taber Abraser. C. ASTM D 395 — Standard Test Methods for Rubber Property --Compression Set. D. ASTM D 412 — Standard Test Methods for Vulcanized Rubber and Thermoplastic Etas- tomers--Tension. E. ASTM D 624 — Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers. F. ASTM D 2047 — Standard Test Method for Static Coefficient of Friction of Polish - Coated Floor Surfaces as Measured by the James Machine. G. ASTM D 2859 — Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials. H. ASTM E 303 — Standard Test Method for Measuring Surface Frictional Properties Using the British Pendulum Tester. I. ASTM F 1292 — Standard Specification for Impact Attenuation of Surface Systems Un- der and Around Playground Equipment. US Consumer Product Safety Commission (CPSC) Handbook for Playground Safety. K. Comply with ASTM F1951 Standard Specification for determination of Accessibility of Surface Systems Under and around Playground Equipment 1.4 SUBMITTALS CITY PARK ADVENTURE PLAYGROUND PROJECT 321816-1 PLAYGROUND PROTECTIVE SURFACING A. Product Data: Submit manufacturer's product data, including installation instructions and subsurface instructions. B. Samples: Required if other than the recommended manufacture. 1. Poured -in -Place Surfacing: Submit manufacturer's sample of poured -in-place play- ground safety surfacing showing texture, color, and thickness. Minimum 4" x 4" 2. Playground Safety Surfacing System: Submit manufacturer's sample of playground safety surfacing system as installed in field, showing edge details and method of permanently fastening surfacing tiles to poured -in-place surfacing. C. Test Reports: Submit certified test reports from qualified independent testing agency indi- cating results of the following tests for Poured in place: 1. Impact Attenuation: ASTM F 1292. a. G -max score. b. Head injury criteria (HIC) score. C. Surfacing files and poured -in-place surfacing as separate materials and in com- bination as a system. 2. Freeze Thaw: ASTM C 67. 3. IPEMA Certification FILED 4. Slip Resistance: ASTM D 2047 and E 303. 5. Tensile Strength: ASTM D 412. 6. Elongation at Break: ASTM D 412. Aco 02 2919 7. Tear Strength: ASTM D 624. 8. Wear surface density (durability). City Clerk 9. Taber Abrasion: ASTM C 501. Iowa City, lowa 10. Flammability: ASTM D 2859 D. Certificate of Compliance: Submit manufacturer's certificate of compliance indicating ma- terials comply with specified requirements. E. Manufacturer's Project References: 1. Submit list of 10 successfully completed projects. 2. Include project name and location, contact and phone number, and type and quantity of playground safety surfacing tiles and poured -in-place playground safety surfacing furnished as a combined playground safety surfacing system. F. Installer's Project References: I. Submit list of 10 successfully completed projects. 2. Include project name and location, contact and phone number, and type and quantity of playground safety surfacing tiles and poured -in-place playground safety surfacing installed as a combined playground safety surfacing system. G. Maintenance Instructions: Submit manufacturer's maintenance and cleaning instructions. H. Warranty: Submit manufacturer's warranty to comply with Section 1.8 A below. I. Submit installation depth plan. Manufacturer submittal shall clearly indicate PIP (poured in place) and tile thickness, where the thickness change is located in relation to the play equipment and fall zones. The rubber thickness shall meet the required HIC and G max as indicated in this specification. CITY PARK ADVENTURE PLAYGROUND PROJECT 321816-2 PLAYGROUND PROTECTIVE SURFACING 1.5 QUALITY ASSURANCE A. Manufacturer's Qualifications: io, I C' �% , 1. Continuously engaged in manufacturing of playground safety surfacing tiles and CV,, io,ya poured -in-place playground safety surfacing of similar type to that specified, with a minimum of 10 years successful experience. 2. Furnished a minimum of 1,000,000 square feet of poured -in-place playground safety surfacing of similar type to that specified. B. Installer's Qualifications: 1. Surfacing Tiles: Successful experience in installation of playground safety surfacing tiles of similar type to that specified, with a minimum of 20 projects completed with- in last 5 years. 2. Poured -in -Place Surfacing: Successful experience in installation of poured -in-place playground safety surfacing of similar type to that specified, with a minimum of 20 projects completed within last 5 years. 3. Playground Safety Surfacing System: Successful experience in installation of play- ground safety surfacing system of tiles and poured in place within the same field, with a minimum of 50,000 square feet completed within last 5 years. 4. Employ persons trained for installation of playground safety surfacing system. 5. Approved by manufacturer. 1.6 DELIVERY, STORAGE, AND HANDLING A. Delivery: Deliver materials to site in manufacturer's original, unopened containers and packaging, with labels clearly identifying product name and manufacturer. B. Storage: 1. Store materials in accordance with manufacturer's instructions. 2. Store materials in a dry area at a minimum temperature of 50 degrees F (10 degrees C) for a minimum of 72 hours before installation. 3. Surfacing Tiles: Protect tiles from direct sunlight before installation. 4. Surfacing Tile Adhesive: Store adhesive in a dry area at a minimum temperature of 50 degrees F (10 degrees C). C. Handling: Protect materials during handling and installation to prevent damage or contam- ination. 1.7 ENVIRONMENTAL REQUIREMENTS A. Poured -in -Place Surfacing: 1. Material Temperature: Ensure material temperature is a minimum of 50 degrees F (10 degrees C) at time of installation. 2. Air Temperature: Ensure air temperature is a minimum of 40 degrees F (4 degrees C) for a minimum of 24 hours before, during, and a minimum of 72 hours after in- stallation. 1.8 WARRANTY A. Playground Safety Surfacing System: CITY PARK ADVENTURE PLAYGROUND PROJECT 321816-3 PLAYGROUND PROTECTIVE SURFACING 1. Poured -in -Place Surfacing: a. Materials and Workmanship: Poured -in-place playground safety surfacing shall be warranted for defects in materials and workmanship for 5 years from date of completed installation. b. Performance: Poured4n-place playground safety surfacing shall be warranted to meet impact attenuation performance requirements of ASTM F 1292 for 5 years from date of completed installation. PART 2 -PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS FILED 1. Surface America 2. Fibar, Inc. APR 0 2 2019 3. SofSurfaces 4. GT Impax City Clerk 5. Approved equal Iowa City, Iowa 2.2 PLAY SURFACING PIP A. Poured -in -Place Surfacing: 1. Description: Dual -density, resilient, seamless, poured -in-place, playground safety surfacing. 2. Compliance: Meet or exceed CPSC guidelines for impact attenuation. 3. Material: SBR and EPDM rubber shreds and granules mixed with 100 percent sol- ids, MDI polyurethane binding agent. 4. Base Course: Mixture of SBR shredded rubber and MDI polyurethane agent that is: Weather resistant, UV stabilized, flexible, nonhardening, 100 percent solids polyure- thane complying with requirements of authorities having jurisdiction for nontoxic and low VOC content. a. Binder -to -Rubber Ratio: 14 percent. +/- 2% and within minimum required b. Compacted Density: 28 pcf. +/- 2% and within minimum required C. Thickness: Sufficient to meet impact attenuation requirements of less than 150 gmax and less than 850 HIC 5. Wear Course: Mixture of EPDM rubber granules and Aliphatic binding agent. a. Binder -to -Rubber Ratio: 18-25 percent. b. Compacted Density: 50-60 pcf. C. Thickness: 3/8 — 5/8 inch. 6. Total Thickness: As necessary to meet the impact attenuation requirements of this Section and ASTM F 1292, for each given Critical Fall Height less than 150 gmax and less than 850 HIC 7. Colors: As indicated on the drawings a. Granules on wear layer shall have full color through cross section. B. Test Results (In field — post installation): 1. Impact Attenuation, ASTM F 1292: a. g -max Score: Less than 150. b. Head Injury Criteria (HIC) Score: Less than 850. CITY PARK ADVENTURE PLAYGROUND PROJECT 321816-4 PLAYGROUND PROTECTIVE SURFACING 2. Minimum Standard Coefficient of Friction, ASTM D 2047: dry 1.0 -.8 and wet .9 -.6 3. Tensile Strength, ASTM D 412: 60-80 psi 4. Tear Strength, ASTM D 624: 140 % 5. Flammability, Burning Pill, ASTM D 2859: Pass. B. Colors (Preliminary Color Selections) Mix Formula A 10% black, 40% Bright Green, 50% Hunter Green B 10% black, 20% Bright Green, 70% Hunter Green 2.3 PLAY SURFACING PIP w/SLOPE A. Match section 2.2 for system B. Add concrete paving base as inidcated 2.4 SOURCE QUALITY CONTROL A. Tests: Independent testing agency to test playground safety surfacing system in accordance with ASTM F 1292. B. Test surfacing tiles and poured -in-place surfacing as separate materials. Test shall include velocity indicator to confirm test was completed at proper height. PART 3 EXECUTION 3.1 EXAMINATION A. Examine areas to receive playground safety surfacing system. Notify Architect if areas are not acceptable. Do not begin installation until unacceptable conditions have been correct- ed. 3.2 PREPARATION — POURED -IN-PLACE SURFACING A. Prepare subsurface in accordance with manufacturer's instructions to ensure proper support and drainage for poured -in-place playground safety surfacing. B. Compacted, granular aggregate subsurface shall be as indicated in the drawings and per manufacturer's recommendations. C. Variations in Elevation: Repair variations in elevation of completed subsurface greater than plus or minus 1/4 inch over 10 feet in any direction. 3.3 INSTALLATION CITY PARK ADVENTURE PLAYGROUND PROJECT 321816-5 PLAYGROUND PROTECTIVE SURFACING A. Install playground safety surfacing system in accordance with manufacturer's instructions at locations indicated on the Drawings. B. Protect adjacent walkways from surfacing and surfacing materials (glue / binder). C. Poured -in -Place Surfacing: 1. Ensure prepared subsurface is dry and clean. 2. Install edges in accordance with manufacturer's instructions and as indicated on the Drawings. 3. Fasten poured -in-place surfacing to surfacing tiles in accordance with manufacturer's instructions. 4. Where color pattern is indicated, install cold seams between adjacent colored materi- al. See Drawings. 5. Spread surface course evenly over primed base course to form a level layer of uni- form density and consistency, applied at manufacturer's standard spreading rate in one continuous operation, and, except where color changes, with no cold seams. Seams or breaks in uniformly colored surfacing fields will not be accepted. Should a seam occur due to a uniformly colored surface area not being installed in a continu- ous operation, Contractor will be responsible for removing and reinstalling surface area at no cost to the Owner. 3.4 FIELD QUALITY CONTROL A. In Field Post -Installation Safety Inspection: 1. Provide third -party inspection and testing of playground safety surfacing system within 30 days of installation. Contractor shall give the A/E and the owner 48 hours previous notice 2. Architect shall be on-site during play surface testing. 3. Conduct inspection by National Recreation and Parks Association/National Play- ground Safety Institute (NRPA/NPSI) Certified Playground Safety Inspector (CPSI). f0 4. Test shall be two "drops" per 1000 s.f. Test drops shall include drops on varying sur- alo face depths and on tiles and poured in place material. Jcq U w 5. 6. Determine compliance with ASTM F 1292 unless otherwise specified in this section. Provide findings to Owner Landscape Architect, mU written report of and with photo- aw� a V LL 3 0 7. graphs. If after installation inspection the surface does not meet specifications, Contractor shall replace at no additional cost to the Owner. Patches will not be accepted Con- tractor shall identify the limits of repair/replacement and solicit Architect's prior ap- proval before proceeding. 8. Retest affected area and seams. Additional testing shall be completed at no cost to the Owner. Contractor shall replace poured in place surfacing tiles and re -test as nec- essary until G -max and HIC scores are achieved as indicated in this section. 3.6 CLEANING A. Clean playground safety surfacing system in accordance with manufacturer's instructions. 3.7 PROTECTION A. Protect completed playground safety surfacing system from damage during construction. CITY PARK ADVENTURE PLAYGROUND PROJECT 321816-6 PLAYGROUND PROTECTIVE SURFACING B. Poured -in -Place Surfacing: Do not allow foot traffic on poured -in-place surfacing until a minimum of 80 percent cure is obtained (6 to 48 hours depending on temperature and hu- midity). C. Protect the work and adjacent work against damage during progress of the work. Contrac- tor will be responsible for the protection of the playground surfacing until final acceptance of work and will replace any playground surfacing that is damaged or vandalized during construction. END OF SECTION 321816.13 Lf 1; 0, YOiS' � Cia�lc CITY PARK ADVENTURE PLAYGROUND PROJECT 321816-7 PLAYGROUND PROTECTIVE SURFACING TOS ETTAr� .FILED H A R D S C A P E S, L L C APR 02 1019 SPECIFICATION FOR KODAH® WALL SYSTEM City Clerk Iowa Cit l PART 1: GENERAL 1.1 Scope Work includes furnishing and installing concrete retaining wall units to the lines and grades designated on the construction drawings and as specified herein. 1.2 Reference Standards AASHTO M288 Geotextile Specifications for Highway Applications ACI 301 Structural Concrete ASTM C33 Concrete Aggregates ASTM C39 Compressive Strength of Concrete ASTM C143 Slump of Concrete ASTM C231 Air Content of Concrete ASTM C557 Adhesives for Fastening Gypsum Wallboard to Wood Framing ASTM C719 Adhesion and Cohesion of Elastomeric Joint Sealants under Cyclic Movement ASTM C794 Adhesion -in -Peel of Joint Sealants ASTM C1776 Wet -Cast Precast Modular Retaining Wall Units ASTM D412 Vulcanized Elastomers - Tension ASTM D448 Sizes of Aggregate for Road and Bridge Construction ASTM D698 Laboratory Compaction Characteristics of Soil Using Standard Effort ASTM D1557 Laboratory Compaction Characteristics using Modified Effort ASTM D3498 Adhesives for Field -Gluing Plywood to Lumber Framing for Floor Systems ASTM D6637 Tensile Properties of Geogrid HUD/FHA Use of Materials Bulletin #60 1.3 Delivery, Storage, and Handling A. Contractor shall check the materials upon delivery to assure proper material has been received. B. Contractor shall prevent excessive mud, wet concrete and like materials from coming in contact with the precast modular block units. C. Contractor shall protect the materials from damage. Damaged material shall not be incorporated in the project. Y, owa PART 2: MATERIALS 2.1 Wall Units A. Wall units shall be Kodahe precast modular block units as produced by a manufacturer licensed and authorized by the precast modular block licensor to produce the units. B. Wall units shall have Kodah® block specifications and be made from wet -cast, ready -mixed concrete in accordance with ASTM C1776, per the following chart, and as modified herein. * eo �alklsl '{� IY�IMrIM N�le.� All Kodah products shall use frost -free aggregate. *Higher slumps are allowed if achieved by use of appropriate admixtures. Notwithstanding anything stated above, all material used in the wall units must meet applicable ASTM and ACI requirements for exterior concrete. C. Exterior block dimensions, as measured in accordance with ASTM C1776, shall be uniform and consistent. Maximum dimensional deviations shall be 1/8 inch (3 mm) or 2%, whichever is less, excluding the architectural surface. Maximum January 26, 2018 Min. Climate 28 -Day Concrete (Weathering Compressive Temp. at Regions per Air Content Strength Slump' Placement ASTM C33 % Si Pa in cm oP C Negligible I V2 to 4%x 4000 (27.6) 50 (10) 7.6 to 127 Moderate 3 to 6 4000 (27.6) 7 6 to 5 50 (10) Severe 4Y: to 7Y: 4000 (27.6) 7.6 to 127 50 (lo) All Kodah products shall use frost -free aggregate. *Higher slumps are allowed if achieved by use of appropriate admixtures. Notwithstanding anything stated above, all material used in the wall units must meet applicable ASTM and ACI requirements for exterior concrete. C. Exterior block dimensions, as measured in accordance with ASTM C1776, shall be uniform and consistent. Maximum dimensional deviations shall be 1/8 inch (3 mm) or 2%, whichever is less, excluding the architectural surface. Maximum January 26, 2018 SPECIFICATION FOR ROSETTAO KODAH WALL SYSTEM width (face to back) deviation including the (CEG < 30). The geogrid shall be furnished in architectural surface shall be 1/2 inch (13 mm). prefabricated roll widths of certified tensile D. Exposed faces shall have a textured finish. strength by the manufacturer. The ultimate tensile Other surfaces to be smooth form or troweled strength of reinforcement shall be as shown of the surface type. plans and measured in accordance with ASTM E. Units shall be free of chips, holes, and larger D6637. than the dimensions described in ASTM. 2.5 Concrete Adhesive 2.2 Aggregate and Fill Material A. Use construction adhesive meeting the A. Leveling pad shall be crushed stone, meeting requirements of ASTM D3498 and C557 and the requirements of ASTM No. 57 aggregate or HUD/FHA Use of Materials Bulletin #60 or one - similar material as approved by the Engineer. component, highly -flexible, non -priming, gun - B. Free draining backfill material shall be washed grade, high-performance elastomeric polyurethane stone, shall be placed to a minimum of 12 inches sealant with movement of +/-25% per ASTM (305 mm) width behind the back of the wall C719, tensile strength greater than 200 psi (1.4 blocks, and shall extend vertically from the MPa) per ASTM D412, and adhesion to peel on Leveling Pad to an elevation 4 inches (102 mm) concrete greater than 20 PLI per ASTM C794. below the top of wall. Free draining backfill shall meet the requirements of ASTM No. 57 or PART 3: CONSTRUCTION OF WALL SYSTEM approved similar material. C. Backfill material and reinforced soil material (if 3.1 Excavation needed) shall be suitable soils meeting the A. Contractor shall excavate to the lines and grades strength properties as required by the design and shown on the construction drawings. be approved by the geotechnical engineer. Site excavated soils may be used if suitable and 3.2 Foundation Soil Preparation approved by the geotechnical engineer. Suitable A. Native foundation soil shall be compacted to 95% soils generally include predominately granular of standard proctor maximum dry density (ASTM soils with non -plastic fines. Unsuitable soils, D698) or 90% of modified proctor maximum dry those with a PI>6, organic soils, saturated soils, density (ASTM D1557) prior to placement of the and frost susceptible soils, shall not be placed leveling pad material. within a 1 to I influence area from the base of B. In-situ foundation soil shall be examined by the the wall. geotechnical engineer to ensure that the actual E. Where additional fill is needed, the Contractor foundation soil strength meets or exceeds assumed shall submit sample and specifications to the design strength. Foundation soil found to be Engineer for approval. unsatisfactory shall be removed and replaced with acceptable, compacted material, or otherwise 2.3 Drainage improved, to the satisfaction of the geotechnical A. Internal and external drainage shall be evaluated engineer. by the Professional Engineer who is responsible for the final wall design. 3.3 Leveling Pad Placement B. Perforated drain pipe should be a minimum of 4 A. Leveling Pad shall be placed as shown on the inches (102 nun) in diameter, meeting the construction drawings. requirements of AASHTO M278 (corrugated or B. Leveling Pad shall be placed on undisturbed smooth-walled PVC) or AASHTO M252 native soils or suitable replacements fills as (corrugated polyethylene). directed by the geotechnical engineer. C. Leveling Pad shall be placed in uniform 2.4 Geotextile & Geogrid maximum lifts of 6 inches (152 mm) and A. Non -woven geotextile fabric shall meet the compacted by a minimum of three passes of a requirements for Class 3 construction vibratory compactor capable of exerting 2,000 His survivability in accordance with AASHTO (8.9 kN) of centrifugal force to the satisfaction of M288. the geotechnical engineer. Pad shall be B. Geogrid reinforcement shall be a woven or _ constructed to the proper elevation to ensure the knitted PVC -coated geogrid manufactured from , final elevation shown on the plans. high -tenacity PET polyester fiber with an D. -!leveling Pad shall have a 6 -inch (152 mm) average weight greater than 25,000 (M� > �; minimum depth or deeper as designed by the 25,000) and a carboxyl end group less than 30 o CJ Professional Engineer responsible for the wall. U ."7 SPECIFICATION FOR ROSETTA" KODAH WALL SYSTEM Pad dimensions shall extend beyond the blocks in all directions to a distance at least equal to the depth of the pad or as designed by the Engineer. E. Place perforated drain pipe in leveling pad and 3.5 connect to suitable gravity outlet, as shown on the design. 3.4 Unit Installation A. The fust course of wall units shall be placed on the prepared Leveling Pad with the long sides facing out and the front edges tight together. All units shall be checked for level and alignment as they are placed. B. Ensure that units are in full contact with Leveling Pad. Proper care shall be taken to develop straight lines and smooth curves on base course as per wall layout. C. The backfill in front and back of entire base row shall be placed and compacted to firmly lock them in place. Check all units again for level and alignment. Backfill to a 12 -inch (305 mm) width behind the block with Free Draining Backfill. Fill the triangular gaps between the backs of the units with drainstone. Spread backfill in uniform lifts not exceeding 6 inches (203 mm). Employ methods using lightweight compaction equipment that will not disrupt the stability or batter of the wall. Hand -operated plate compaction equipment shall be used around the block and within 3 feet (0.91 m) of the wall to achieve consolidation. Compact backfill to 95% of standard proctor maximum dry density (ASTM D698) or 90% of modified proctor maximum dry density (ASTM D1557) within 2% of its optimum moisture content. D. All excess material shall be swept from top of units. Install next course of wall units on top of base row. For retaining applications, position blocks to be setback from front of previous course 114 inch (19 mm). Check each block for proper alignment and level. E. For freestanding applications, use concrete adhesive between courses of block. Apply adhesive to dry, swept -clean surfaces in accordance with the adhesive manufacturer's instructions. Install blocks with long faces alternating between one side of wall and the other. Do not setback courses for freestanding walls. F. Install each subsequent course in like manner. Repeat procedure to the extent of wall height. G. Allowable construction tolerance at the wall face is 2 degrees vertically, 3 inches (76 nun) maximum, and 1 inch in 10 feet (25 mm in 3.0 m) horizontally. H. All walls shall be installed in accordance with local building codes and requirements. Geogrid Installation A. Construct wall and place and compact reinforced soil to the elevation of the first layer of geogrid. B. Place geogrid layers as shown in the project details extending into the reinforced soil zone to the design length. C. Install geogrid with the strong direction (roll or machine direction) into the reinforced soil zone and not parallel to the wall. Place geogrid as a continuous length from its connection at the blocks to the back of the reinforced zone. Do not splice or overlap the geogrid. Make sure the geogrid is as close as possible to the front face of the wall without being visible. D. Use the next course of blocks to secure the front end of the geogrid. Pull the geogrid taut to eliminate any folds and pretension the geogrid. Backfill from face to back of reinforced soil zone to maintain a taut condition. E. Place and compact drainstone and reinforced fill starting from the back of the blocks and continuing to the back of the reinforced soil zone to maintain tension on the geogrid. Place drainstone and reinforced fill in maximum 6 -inch (152 num) lifts and compact to 95% of standard proctor maximum dry density (ASTM D698) or 90% of modified proctor maximum dry density (ASTM D1557) within 2% of its optimum moisture content. Hand - operated plate compaction equipment shall be used around the block and within 3 feet (0.91 m) of the wall to achieve consolidation. F. Do not operate rubber tire nor track vehicles on the geogrid without a minimum 6 inches (152 mm) of reinforced soil over the geogrid. Avoid sudden braking or turning over the reinforced soil zone. PART 4: AVAILABILITY Rosetta products are available from a licensed manufacturer, authorized to produce the units, or an authorized dealer. For a list of approved manufacturers contact: Rosetta Hardscapes® LLC 05481 South US -31, Charlevoix, MI 49720 1-844-367-9763 www. rosettahardscapes.com info@rosettahardscapes.com BILE® APR 0 2 1019 City Clerk Iowa City, Iowa FEATURES • Stone-like shapes and textures create inviting walkways • Consistent rise = fast installation and safe end result • Quality materials = long term durability • Multiple natural color blends available • Complimentary products = creative possibilities STANDARD IRREGULAR STEPS • Available in 5.5" or 7' rise • Steps palletized with blended pieces • Pallet of 8ea, 5.5" rise steps = 3,300 lbs • Pallet of 8ea, 7" rise steps = 4,200 lbs q'6' S •3s, s.. ` 1'10' 2' ,.'F: - 51/2' Rise - 391 lbs. 51/2' Rise - 5061bs. 7' Rise - 4561bs 7" Rise - 6001bs. 51/2' Rise - 2691bs. 7° Rise - 349 lbs. to 5 51/2' Rise - 415 Ibs- 7' Rise - 5671bs. NEW! 6' IRREGULAR STEP LARGE 6' IRREGULAR STEP COMPARED TO STANDARD IRREGULAR STEP SET LARGE U IRREGULAR STEPS SIDE A S. 49wp 2'6' 2'6' 6' 2-6- 6' 2'6' • Steps palletized with blended pieces • Pallet of Sea, 7" rise steps = 3,900 lbs • Dimensions = 2'6" x 6' SIDE B 6' 6' 2'6' )., .;1 1 � 7°Rise-1,30016s. 51/2' Rise - 390lbs. 51/2' Rise - 424lbs. 7' Rise - 4761bs. 7° Rise - 5121bs. 'All dimensions are nominal. O S E T T A' STEP • COLLECTION ,. a+r ral NO- r n PIP- �. - www.rosettahardscapes.com -- TC—�— GEe — -680 \ \ \ TIN — _- _ 657.e7 \ y m —666--� � [. T°R' -_ _ �� , ti51.455].9] ^" ra Il66,� A b/ W m_ Tw _ ` sz _ - ;ea �e67.1e 67, soa- I \ O 574�, \ \ \ 3 CIVILDESIGN a9 IAWEROITY IOWACIIY. IOWA0WA 8 PROFESSIONALS FEB xa, 1019 sivalze PRELIMINARY SPIE PIAN 7 0 C%2LL CJ •� U 3 L2 NF E== o,.....,m nRAvin r 22' NF ... a.... amu... �\ O ,p. NP�� caAvrn' CIVILDESIGN PROFESSIONALS LRB FEB 28,2019 m 190228 LOWER CRY PARK IOWA CRY, IOWA PRELIMINARY WALL ELEVATIONS (OPTION 1) f caAvrry �\O VO 33 F caavin r,mvm clmv 5.0 5.0 O cancan I \ iY cRAvm i � x � o canvnY C) �L GO GRAVITY d E GRAVITY CIVILDESIGN PROFESSIONALS BILE INNOVATIVE ENGINEERING SOLUTIONS APR 02 2819 ENGINEERING SERVICES AGREEMENT City Clerk Date: February 28, 2019 IOWA City, IOWA Client: Midland Concrete Products Project: Lower City Park 1395 Hawkeye Drive Iowa City, Iowa Hiawtha, IA 52233 Project No.: 19-0128 Civil Design Professionals (CDP) will provide to the client shop drawings for the referenced project in accordance with Client furnished information to the terms and conditions of this agreement. A. FEE • 5.0 Hours Preliminary Design at $100.00/Hr. = $500.00 (five hundred dollars and zero cents) The Final Design fee for this project shall be $2,000.00 (two thousand dollars and zero cents) Prices do not include any convenience fees for credit cards. For credit card transactions add 4%. B. SCHEDULE • Preliminary plans and quantities will be provided after receipt of signed agreement. C. SCOPE OF WORK Civil Design Professionals (CDP) shall provide preliminary quantities and retaining wall elevations, for the above noted project, for the purpose of bidding and estimating only. D. CLIENT RESPONSIBILITY • Client shall provide CDP with full information regarding the project's construction including but not limited to photos, sieve analysis, compaction testing, bearing capacity testing and any special circumstances before, during or after construction. E. EXCLUSIONS • CDP shall have no responsibility for any site or soil investigation required to determine the suitability of the adjacent or underlying material to support the retaining wall structure. F. TERMS (PAYMENT) • CDP shall invoice the Client for engineering services upon completion and submittal of the documents. Payment of each invoice is due and payable by Client within ten (10) days of receipt of invoice. Amounts unpaid thirty (30) days after invoice shall bear interest charges of one and one half (lift) percent per month. • In the event litigation of collection actions are necessary to enforce this agreement, then the prevailing party shall be entitled to recover its attorney's fees and court costs. The parties below have accepted, made and executed this agreement upon the terms, conditions, and provisions stated above. ACCEPTANCE Midland Concrete Products CIVIL DESIGN PROFESSIONALS By: By: Laura R. Blonigen Tide: Title: Signature: Signature: Date: Date: I.:,n_..__ n--' --- - a.. .r_._ c c..:__'M �m ccllr _-- ...... .... .... . , 00CIVILDESIGN PROFESSIONALS INNOVATIVE ENGINEERING SOLUTIONS February 28, 2019 C.]. DeMeulenaere Midland Concrete Products RE: Lower City Park Retaining Walls (19-0128) Iowa City, Iowa Design Assumptions: Option 1: Rosetta Outcropping: 18" Deep Units Wall Batters 14.00 Option 2: Rosetta Kodah: 10.5" Deep Units Wall Batter: 7.00 Design: NCMA Live Loads 50 PSF Dead Load: 0 PSF Toe Slope: None Back Slope: 3.5H:1V Seismic: N/A Applied Bearing: 1,500 PSF Soil Design Properties: 4s y c Reinforced Soil 26" 120 PCF 0 PSF Lean Clay Retained Soil 260 120 PCF 0 PSF Lean Clay Retained Soil 400 120 PCF 0 PST Crushed Stone (Option 2, Kodah Gravity walls only) Foundation Soil 260 120 PCF 50 PSF Lean Clay Notes- NCMA Safety Factors Sliding 1.5 Overturning - Reinforced 2.0 Overturning, Gravity 1.5 Bearing 2.0 0 u 2019 Ciiy Cicrk Iowa City, Iowa Soils information obtained from the Geotechnical Evaluation Report prepared by Braun Intertec Corporation dated 01/24/19. Onsite material is predominately Lean Clay. An internal friction angle of 26° was assumed for the onsite material. Prior to final design geotechnical engineer shall verify that the onsite foundation soil exhibits the assumed strength parameters (phi 26° with 50 PSF cohesion). Where unsuitable soils are found, a subcut may be required and structural fill shall be placed and compacted to provide an adequate bearing foundation. Gravity walls for Option 2 (Rosetta Kodah) shall be backfilled with crushed stone up at a 1HAV 12" off the back of the bottom block. The crushed stone backfill material shall have a minimum internal friction angle of 40°. The above minimum soil strength parameters shall be verified prior to final design. CDP shall be contacted if the above soil strength parameters cannot be met and a redesign may be required. A global stability analysis has been performed using the soil design parameters as listed above. There may be a slight global concern with the section of Wall 3 where the plan shows a 1HAV slope for 4' down to the playground equipment past the sidewalk. Geotechnical engineer shall confirm stability of this proposed 1H:1V slope or this area may need to be re -graded to a flatter more constructible slope. The project geotechnical engineer shall confirm global stability based on the proposed wall design and the actual parameters of the onsite soils. Wall layouts and elevations obtained from plans prepared by Hitchcock Design Group dated 02/12/19. re :,� e _ n.J - 01M _J_I_ A.— 0 C .'IM LI _ 1"T CCAIA . — inr„--, - , CIVILDESIGN PROFESSIONALS INNOVATIVE ENGINEERING SOLUTIONS Midland Concrete Products Lower City Park Project # 19-0128 During wall construction, excavation shall remain within the construction limits shown on the plans. All available means and methods used to keep excavation within the construction limits shall be incidental. The contractor shall coordinate relocation of all existing conduits and services with the utility provider. Walls 6, 7, 8, and 9 along the stairs shall be built as freestanding walls and were not designed as retaining walls since the grading contours go through the walls. For quantity purposes, CDP assumed these walls will be V above the finished grade. This shall be confirmed prior to final design. The design cost may change with any alteration to the soils design properties, wall profile, and/or grading plan than was used to prepare this preliminary design (including assumptions made because of insufficient information provided by the Client for the preliminary design). See project specifications and/or geotechnical report for additional information and requirements. The following services will be included in the final design: • CDP will provide construction shop drawings of the retaining wall design for Client's submission to the engineer/architect of record. Electronic copies of the plans and calculations are typically provided unless special arrangements are made. • CDP may provide design calculations for review by a qualified Professional Engineer. Comments and/or approval of calculations, if submitted, shall be provided to CDP prior to construction. • Final block and reinforcement quantities. The following services are not included in the final design and shall be provided under a separate proposal: • Project meetings including preconstruction meeting ($150/hour and travel expenses + 10%). • Site inspections. • Structural calculations (i.e. fences, barriers, etc.) • Geotechnical Soil Testing Thank you for giving us the opportunity to provide this quote. We are able to commence work immediately upon your submittal of a work order for final design. If you have any questions or comments regarding this project, please feel free to contact us. Sincerely, Laura R. Blonigen FILED APR 0 2 2019 City Clerk Iowa City, Iowa CIVILDESIGN HRM PROFESSIONALS INNOVATIVE ENGINEERING SOLLMONS Midland Concrete Products Lower City Park Project # 19,0128 The project quantities are as follows (OPTION 1, ROSETTA OUTCROPPING): • The unit area and volume quantities are neat quantities. Contractor shall confirm the quantities and add in any additional necessary factors (i.e., waste, compaction, etc.). • Drainage aggregate includes 12" zone behind blocks, core fill and/or voids between blocks. .1 • The total wall area of the walls is 737.5 SF (630 SF Outcropping + 107.5 SF Freestanding) (252 SF A Pallets 114 ea.] + 252 SF B Pallets [14 ea.] + 126 SF C Pallets 17 ea.]) C i Ci .rt (55 SF D Pallets [5 ea.] + 52.5 SF E Pallets [5 ea.D + ''" Giiy' i0vya • The No -fines concrete is a neat quantity provided for budgetary purposes only. Quantity may increase slightly for final design. No -fines concrete shall have a minimum unit weight of 120 PCF. I 1..._n_-e_..__I- - 01M r._J_t_A... c c..:_. i nn oi_._.: - r"I CC"'fn .... ...... ........ Wall Wall Wall Wall Wall Wall Length (FT) 12.33 17.83 74.00 27.84 9.75 Block Area (SF) 35.00 75.00 360.00 125.00 25.00 Freestanding Block Area (SF) N/A N/A N/A N/A N/A Retained Gravity (CY) 2 5 27 8 1 Leveling Pad (CY) 1 1 4 2 1 Drainage Stone (CY) 2 2 9 4 1 No -Fines Concrete (C1) 0 2 13 3 0 I 1..._n_-e_..__I- - 01M r._J_t_A... c c..:_. i nn oi_._.: - r"I CC"'fn .... ...... ........ Wall Wall? Wall Wall TOTAL: Wall Length (FT) 8.00 8.00 9.00 9.00 175.75 Block Area (SF) N/A N/A N/A N/A 620.00 Freestanding Block Area (SF) 25.00 25.00 25.00 25.00 100.00 Retained Gravity (Cl) N/A N/A N/A N/A 43 Leveling Pad (Cl) 1 1 1 l 13 Drainage Stone (CY) N/A N/A N/A N/A 18 No -Fines Concrete (CY) N/A N/A N/A N/A 18 I 1..._n_-e_..__I- - 01M r._J_t_A... c c..:_. i nn oi_._.: - r"I CC"'fn .... ...... ........ Total Block Count Pallet A Size Count Block Area Total (F4) (SF) (SF) 3.5'X 1' 14.00 3.50 49.00 4' X 1' 14.00 4.00 56.00 5' X 1' 14.00 5.00 70.00 5.5' X 1' 14.00 5.50 77.00 Pallet B Size Count Block Area Total (EA) (SF) (SF) 2' X 6" 14.00 1.00 14.00 TX 6" 14.00 1.50 21.00 TX 1' 14.00 3.00 42.00 4' X 6" 14.00 2.00 28.00 4.5'X 1' 14.00 4.50 63.00 6'X 1' 14.00 6.00 1 84.00 Pallet C Size Count Block Area Total (EA) (SF) (SF) 2'X 6" 7.00 1.00 7.00 TX 6" 7.00 1.50 10.50 4' X 2' 7.00 8.00 56.00 5' X 1.5' 7.00 7.50 52.50 Total units (EA): 168.00 Total Pallet Count (EA): 35.00 Total Wall Area (SF): 630.00 I 1..._n_-e_..__I- - 01M r._J_t_A... c c..:_. i nn oi_._.: - r"I CC"'fn .... ...... ........ CIVILDESIGN PROFESSIONALS INNOVATIVE ENGINEERING SOLUTIONS Midland Concrete Products Lower City Park Project # 19-0128 The project quantities are as follows (OPTION 2, ROSETTA KODAH): • The unit area and volume quantities are neat quantities. Contractor shall confirm the quan`d LED add in any additional necessary factors (i.e., waste, compaction, etc.). `` • Drainage aggregate includes 12" zone behind blocks, core fill and/or voids between blocks. APR 0 2 1019 • The geogrid quantity includes a 5% waste factor. Wall s • The total wall area of the walls is 735 SF City Clerk (735 SF Kodah Pallets l35 ea.j) IoWa Cetyl Iowa ��_I T__�_ A_.[..... ..1. _ CLMI .J.I. A � C C..:��'IM DI r \111 CCA'1/1 _ nm :nrv��n�e..• Wall I Wall 2 Wall 3 Wall 4 Wall s Wall Length (FT) 12.33 17.83 74.00 27.84 9.75 Block Area (SF) 35.00 75.00 360.00 125.00 25.00 Mirafi 3XT (Sl) 0 24 164 51 0 Grid Length (FT) Gravity 5.00 5.7 5.00 Gravity Reinforced (C1) 0 8 60 13 0 Retained Zone 2 (Cl) 0 5 34 8 0 Retained Gravity (Cl) 1 0 0 0 1 Leveling Pad (Cl) 1 1 3 1 1 Drainage Stone (CY) 2 4 16 6 1 ��_I T__�_ A_.[..... ..1. _ CLMI .J.I. A � C C..:��'IM DI r \111 CCA'1/1 _ nm :nrv��n�e..• Wall Wall? wall Wall TOTAL: Wall Length (FT) 8.00 8.00 9.00 9.00 175.75 Block Area (SF) 25.00 25.00 25.00 25.00 720.00 Mirafi 3XT (Sl) 0 0 0 0 239 Grid Length (F) Gravity Gravity Gravity Gravity N/A Reinforced (Cl) 0 0 0 0 81 Retained Zone 2 (C1) 0 0 0 0 47 Retained Gravity (Cl) N/A N/A N/A N/A 2 Leveling Pad (C1) 1 1 1 1 11 Drainage Stone (Cl) N/A N/A N/A N/A 29 ��_I T__�_ A_.[..... ..1. _ CLMI .J.I. A � C C..:��'IM DI r \111 CCA'1/1 _ nm :nrv��n�e..• Total Block Count Kodah Pallet Size Count Blocks per Pallet Block Area per Pallet Total (EA) () (SF) (SF) 3.5'X.5' 35.00 6.00 10.50 367.50 2.5'X.5' 35.00 3.00 3.75 131.25 1.75'X.5' 35.00 6.00 5.25 153.75 V X .5' 35.00 3.00 1.50 52.50 Total Pallet Count (EA):1 35.00 Total Wall Area (SF):1 735.00 ��_I T__�_ A_.[..... ..1. _ CLMI .J.I. A � C C..:��'IM DI r \111 CCA'1/1 _ nm :nrv��n�e..• SECTION 329200 - TURF AND GRASSES PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Seeding 1.2 1.3 1.4 DEFINITIONS A. Finish Grade: Elevation of finished surface of planting soil. F)"'q nR �—D u s City Clerk to City, Iowa 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. SUBMITTALS A. Product Data: For each type of product indicated. 1. Certification of grass seed. 2. Certification of each seed mixture for turfgrass seed. B. Product certificates. C. Planting Schedule: Indicating anticipated planting dates for each type of planting. QUALITY ASSURANCE A. Installer 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. LOWER CITY PARK ADVENTURE PLAY 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 tests to be performed. 1. Topsoil Analysis: As indicated in Division 32 "Exterior Plants" 1.5 SCHEDULING 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. I 1. Spring Planting: April 15-Junel5 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. Seed: 60 days from date of Substantial Completion. FILED LE PART 2 - PRODUCTS APR 02 2019 City Clerk 2.1 SEED Iowa City, Iowa 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. A. Seed Species: State -certified seed of grass species, as follows: 1. Premium Mix: available from National Seed, 630.963.8787 a. 30% Diva b. 25% Rockstar C. 25% Are d. 10% Palmer III e. 10% Double Time 2. Premium Mix: Improved TWCA Qualified, available from National Seed, 630.963.8787 a. 30% Diva b. 20% Rockstar C. 20% Arc d. 15% Pennant H2O e. 15% Double Time GLS 3. Clesen Premium Mix: Available as through Arthur Clesen, Inc., 847.537.2177. Proportioned by weight as follows: a. 30% Zinfandel or Sonoma Kentucky Bluegrass b. 25% Champagne Kentucky Bluegrass LOWER CITY PARK ADVENTURE PLAY 329200-2 TURF AND GRASSES C. 25% Bordeaux Kentucky Bluegrass d. 10% Secretariat II Perennial Ryegrass e. 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. Topsoil: As defined in Division 32 "Exterior Plants" 2.4 INORGANIC SOIL AMENDMENTS A. As defined in Division 32 "Exterior Plants" 2.5 ORGANIC SOIL AMENDMENTS 2.6 A. As defined in Division 32 "Exterior Plants": A. Starter Herbicide: Tenacity Herbicide manufactured by Syngenta, (866)7964368 or approved equal. Only use after approval by project team. B. Selective herbicides: EPA registered and approved, of type recommended by manufacturer for application. 2.7 FERTILIZER A. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 20 percent available phosphoric acid. LOWER CITY PARK ADVENTURE PLAY 329200-3 TURF AND GRASSES B. Starter Fertilizer: Coarse grade "endoROOTS" granular, 3-3-4 fertilizer as manufactured by Roots Inc. 800.342.6173 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 17-0-17 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: Composition: Roots Fine Grade Turf Food, 15-3-8 as manufactured by Roots Inc. 800.342.6173 or approved equal. 2.8 MULCHES A. Erosion control blanket shall be Item DS75 straw single net blanket as manufactured by North American Green and available through Eco -Tex 847.882.4595 or approved equal. 2.9 PLANTING SOIL MIX A. Planting Soil Mix: Topsoil mixed with the following soil amendments and fertilizers in the following quantities: 1. Ratio of Soil Conditioner to Topsoil by Volume: 1:4. 2. Weight of Commercial Fertilizer per 1000 Sq. Ft.: 5 pounds. 3. Weight of Slow -Release Fertilizer per 1000 Sq. Ft.: 5 pounds. FILED PART 3 - EXECUTION APR 0 22019 City Clerk 3.1 LAWN PREPARATION Iowa City, Iowa A. Limit lawn subgrade preparation to areas to be planted. B. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 4 inches. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. 1. Spread planting soil mix to a 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: LOWER CITY PARK ADVENTURE PLAY 329200-4 TURF AND GRASSES 1. Remove existing grass, vegetation, and turf. Do not mix into surface soil. 2. Loosen surface soil to a depth of at least of 6 inches. Apply soil amendments and according to planting soil mix proportions and mix thoroughly into top 6 inches of soil. Till soil to a homogeneous mixture of fine texture. 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 fine grading to areas that can be planted within 7 days. E. Apply Starter Herbicide prior to seedding at a rate of 5-8 fl oz. per acre, wait for period indicated by manufacturer's recommendations before seeding. IF APPROVED BY PROJECT TEAM. F. Apply Starter Fertilizer at 10 lbs / 1000 sf. Work into soil to I inch depth. G. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface to dry before planting. Do not create muddy soil. H. Restore areas if eroded or otherwise disturbed after finish grading and before planting. 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 lbs /1000 sq. ft. 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 8:1 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. 1. Anchor straw mulch by crimping into soil with suitable mechanical equipment. E. Apply erosion control blanket to all areas with slopes equal to or exceeding 4:1. F. Install seed under favorable weather conditions unless approved by the Owner's Representative. The conditions of the guarantee apply regardless of the date of installation. The generally accepted times for seeding are: Spring - April 1 to May 31 Fall - August 15 to September 31 LOWER CITY PARK ADVENTURE PLAY 329200-5 TURF AND GRASSES FILED APR 0 2 1019 3.3 LAWN MAINTENANCE City Clerk Iowa City, Iowa A. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas 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. D. Lawn Postfertilization: Apply fertilizer after initial mowing and when grass is dry. Use fertilizer that will provide actual nitrogen of at least 5 lb/1000 sq. ft. to lawn area. 3.4 SATISFACTORY LAWNS 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. END OF SECTION 329200 LOWER CITY PARK ADVENTURE PLAY 329200-6 TURF AND GRASSES SECTION 329300 - PLANTS PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY 1.3 A. This Section includes the following: 1. Trees. 2. Shrubs. 3. Perennials 4. Ground cover. 5. Landscape Accessories DEFINITIONS A. Balled and Burlapped Stock: Exterior plants dug with firm, natural balls of earth in which they are grown, with ball size not less than diameter and depth recommended by ANSI Z60.1 for type and size of tree or shrub required; wrapped, tied, rigidly supported, and drum -laced as recommended by ANSI Z60.1. B. Balled and Potted Stock: Exterior plants dug with firm, natural balls of earth in which they are grown and placed, unbroken, in a container. Ball size is not less than diameter and depth recommended by ANSI Z60.1 for type and size of exterior plant required. C. Container -Grown Stock: Healthy, vigorous, well -rooted exterior plants grown in a container with well-established root system reaching sides of container and maintaining a firm ball when removed from container. Container shall be rigid enough to hold ball shape and protect root mass during shipping and be sized according to ANSI Z60.1 for kind, type, and size of exterior plant required. D. Fabric Bag -Grown Stock: Healthy, vigorous, well -rooted exterior plants established and grown in -ground in a porous fabric bag with well-established root system reaching sides of fabric bag. Fabric bag size is not less than diameter, depth, and volume required by ANSI Z60.1 for type and size of exterior plant. E. Finish Grade: Elevation of finished surface of planting soil. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand with stabilized organic soil amendments to produce topsoil or planting soil. CITY PARK ADVENTURE PLAYGROUND PROJECT 329300-1 PLANTS G. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to become topsoil; mixed with soil amendments. H. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface of a fill or backfill, before placing planting soil. FILE 1.4 SUBMITTALS APR 0 2 niq A. Product Data: For each type of product indicated. City Clerk B. Samples for Verification: For each of the following: 1OUI3 City, JOwa Mulch - in sealed and labeled plastic bag. C. Product Certificates: For each type of manufactured product, signed by product manufacturer, and complying with the following: 1. Manufacturer's certified analysis for standard products. 2. Analysis of other materials by a recognized laboratory made according to methods established by the Association of Official Analytical Chemists, where applicable. D. Material Test Reports: For existing surface soil and imported topsoil including presentation and amendment recommendations of testing for physical and chemical properties. E. Planting Schedule: Indicating anticipated planting dates, and sources for exterior plants. F. Plant Location Schedule: Indicating intended sources for all woody plant material to be obtained for the project. 1.5 QUALITY ASSURANCE A. Installer Qualifications: A qualified landscape installer whose work has resulted in successful establishment of exterior plants. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on Project site when exterior planting is in progress. B. Topsoil Analysis: Furnish soil analysis by a qualified soil -testing laboratory stating percentages of organic matter; gradation of sand, silt, and clay content; cation exchange capacity; deleterious material; pfl; and mineral and plant -nutrient content of topsoil. Report suitability of topsoil for plant growth. State recommended quantities of nitrogen, phosphorus, and potash nutrients and soil amendments to be added to produce a satisfactory topsoil for ornamental plant growths. C. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with applicable requirements in ANSI Z60.1, "American Standard for Nursery Stock." CITY PARK ADVENTURE PLAYGROUND PROJECT 329300-2 PLANTS I . Selection of exterior plants purchased under allowances will be made by Architect or Owner, who will tag plants at their place of growth before they are prepared for transplanting. D. Tree and Shrub Measurements: Measure according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. Take caliper measurements 6 inches above ground for trees up to 4 -inch caliper size, and 12 inches above ground for larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip -to -tip. E. Observation: Architect may observe trees and shrubs either at place of growth or at site before planting for compliance with requirements for genus, species, variety, size, and quality. Architect retains right to observe trees and shrubs further for size and condition of balls and root systems, insects, injuries, and latent defects and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected trees or shrubs immediately from Project site. 1. Notify Architect of sources of planting materials seven days in advance of delivery to site. F. All quality assurance testing and project conditions requirements of Division 2 "Earthwork." 1.6 PRODUCT HARVEST, DELIVERY, STORAGE, AND HANDLING A. Soil harvest shall be coordinated with the Landscape Architect and Soil Scientist. Soil shall be harvested directly from its natural state by backhoe loading to trucks All soil shall be moved in a a fresh state without shredding or grinding. Soil shall not be harvested by scrapers or pans. Soil shall not harvested, transported, or placed wet. Soil shall not be harvested and stored in a stockpile for later movement to the site. B. Soil shall be harvested in such a manner as to not destroy the natural soil structure. Soil containing woody roots may be screened provided that the structure is not destroyed. Soil screen shall not have an opening smaller than 2 inches. Soil shall not be pulverized, stockpiled or amended without permission of the soil scientist. C. Coordinate delivery of soil to pre -approved delivery areas with General Contractor. Inform the Landscape Architect of all delivery schedules in advance of delivery. D. All deliveries of soil which in any way fails to meet the requirements of these specifications will be rejected, and the Contractor shall immediately remove such rejected soil from the premises and supply suitable soil in its place. E. No deliveries will be permitted when weather conditions are unsatisfactory, or if the approved staging area is not in a satisfactory condition to receive soil. No frozen soil will be accepted. Do not deliver or handle soil in wet, muddy or frozen conditions. Water Content may not exceed twenty percent (20%) by weight. Protect temporary on-site stockpiles from water erosion, wind and disturbance with landscape fabric, tarps or other materials approved by the Landscape Architect. CITY PARK ADVENTURE PLAYGROUND PROJECT 329300-3 PLANTS 1.7 COORDINATION 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: September 15 - October 15 FI B. Weather Limitations: Proceed with planting only when existing and forecasted weah� conditions permit. APR 02 2019 1.8 WARRANTY CitY Clerk Iowa City, Iowa A. Special Warranty: Warrant the following exterior plants, for the warranty period indicated, against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, or incidents that are beyond Contractor's control. 1. Warranty Period for Trees and Shrubs: One year from date of Final Acceptance. 2. A limit of one replacement of each exterior plant will be required, except for losses or replacements due to failure to comply with requirements. 1.9 MAINTENANCE A. Trees and Shrubs: Maintain for the following maintenance period by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stakes and guy supports, and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray as required to keep trees and shrubs free of insects and disease. Restore or replace damaged tree wrappings. 1. Maintenance Period: 60 days after Final Acceptance. B. Ground Cover and Plants: Maintain for the following maintenance period by watering, weeding, fertilizing, and other operations as required to establish healthy, viable plantings: 1. Maintenance Period: 60 days after Final Acceptance. PART2-PRODUCTS 2.1 TREE AND SHRUB MATERIAL A. General: Fumish nursery -grown trees and shrubs complying with ANSI Z60.1, with healthy root systems developed by transplanting or root pruning. Provide well -shaped, fully branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. B. Grade: Provide trees and shrubs of sizes and grades complying with ANSI Z60.1 for type of trees and shrubs required. Trees and shrubs of a larger size may be used if acceptable to Architect, with a proportionate increase in size of roots or balls. CITY PARK ADVENTURE PLAYGROUND PROJECT 329300-4 PLANTS C. Label each tree and shrub with securely attached, waterproof tag bearing legible designation of botanical and common name. D. If formal arrangements or consecutive order of trees or shrubs is shown, select stock for uniform height and spread, and number label to assure symmetry in planting. 2.2 SHADE AND FLOWERING TREES A. Shade Trees: Single -stem trees with straight trunk, well-balanced crown, and intact leader, of height and caliper indicated, complying with ANSI Z60.1 for type of trees required. 1. Provide balled and burlapped. 2. Branching Height: One-third to one-half of tree height. B. Small Trees: Branched or pruned naturally according to species and type, with relationship of caliper, height, and branching according to ANSI Z60.1; stem form as indicated on drawings. 1. Provide balled and burlapped. C. Multistem Trees: Branched or pruned naturally according to species and type, with relationship of caliper, height, and branching according to ANSI Z60.1; stem form as indicated on drawings: 1. Provide balled and burlapped. 2.3 DECIDUOUS SHRUBS A. Form and Size: Deciduous shrubs with not less than the minimum number of canes required by and measured according to ANSI Z60.1 for type, shape, and height of shrub. Provide balled and burlapped or container -grown trees as indicated on drawings. 2.4 CONIFEROUS EVERGREENS A. Form and Size: Specimen -quality, exceptionally heavy, tightly knit, symmetrically shaped coniferous evergreens. 1. Provide balled and burlapped or container -grown trees as indicated on drawings. 2.5 BROADLEAF EVERGREENS A. Form and Size: Normal -quality, well-balanced, broadleaf evergreens, of type, height; spread,` and shape required, complying with ANSI Z60.1. Provide balled and burlapped or container -grown trees as indicated on drawings. 2.6 GROUND COVER PLANTS A. Ground Cover: Provide ground cover of species indicated, established and well rooted in pots or similar containers, and complying with ANSI Z60.1 requirements indicated on drawings: CITY PARK ADVENTURE PLAYGROUND PROJECT 329300-5 PLANTS 2.7 PLANTS A. Perennials: Provide healthy, field -grown plants from a commercial nursery, of species and variety shown or listed. 2.8 TOPSOIL A. Topsoil: A naturally occurring loam or silt loam (USDA texture) soil from on-site sources Natural soil shall be a harvested loam or silt loam mineral soil, uniform in color and texture, containing no gray clay and free from grass roots, sod, weeds, rocks or stones greater than 0.75 in. diameter, stiff clay, clods, or any other substance undesirable to plant growth. The soil shall be loose, friable, and of good tilth. The particle size distribution ranges using USDA Particle Size Classes shall be as follows: Sand 2.00 — 0.05mm 15-50% FILED Silt 0.05 — 0.002mm 30-70% Clay <0.002mm 3-201/o APR 0 2 2019 B. Topsoil shall be suitable for ornamental plant growth with pH range of 5.5 to 7, and ih P?. . of 8 percent organic material content. ��YY �� ffm Iowa City, Iowa 2.9 FERTILIZER A. Superphosphate: Commercial, phosphate mixture, soluble; a minimum of 20 percent available phosphoric acid. B. Starter Fertilizer: Coarse grade "endoROOTS" granular, 3-313 fertilizer as manufactured by Roots Inc. 800.342.6173 or approved equal. C. Commercial 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: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil -testing agency. D. Slow -Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water -insoluble nitrogen, phosphorus, and potassium in the following composition: 1. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil -testing agency. 2.10 MULCHES A. Organic Mulch: Free from deleterious materials and suitable as a top dressing of trees and shrubs, consisting of one of the following: 1. Type: Double shredded hardwood mulch for all panting beds. 2.11 LANDSCAPE EDGING CITY PARK ADVENTURE PLAYGROUND PROJECT 329300-6 PLANTS A. Landscape Edging: V -cut spade edge 2.12 MISCELLANEOUS PRODUCTS A. Antidesiccant: Water -insoluble emulsion, permeable moisture retarder, film forming, for trees and shrubs. Deliver in original, sealed, and fully labeled containers and mix according to manufacturer's written instructions. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine areas to receive exterior plants for compliance with requirements and conditions affecting installation and performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities, and lawns and existing exterior plants from damage caused by planting operations. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. C. Lay out individual tree and shrub locations and areas for multiple exterior plantings. Stake locations, outline areas, adjust locations when requested, and obtain Architect's acceptance of layout before planting. Make minor adjustments as required. D. Apply antidesiccant to trees and shrubs using power spray to provide an adequate film over trunks, branches, stems, twigs, and foliage to protect during digging, handling, and transportation. If deciduous trees or shrubs are moved in full leaf, spray with antidesiccant at nursery before moving and again two weeks after planting. 3.3 PLANTING BED ESTABLISHMENT A. Loosen subgrade of planting beds to a minimum depth of 12 inches. Remove stones larger than 1 inch in any dimension and sticks, roots, rubbish, and other extraneous matter and legally dispose of them off Owner's property. 1. Apply superphosphate fertilizer directly to subgrade before loosening. 2. Spread topsoil, apply soil amendments and fertilizer on surface, and thoroughly blend planting soil mix. a. Delay mixing fertilizer with planting soil if planting will not proceed within a few days. CITY PARK ADVENTURE PLAYGROUND PROJECT 329300-7 PLANTS FILED APR 0 2 2019 b. Mix lime with dry soil before mixing fertilizer. City Clerk 3. The coarse -graded sub -base shall be thoroughly tilled to a miri®W& Qft1196Vjg inches. This material shall then be re -compacted to a minimum of 78% of Proctor Density and a maximum of 84% of Proctor Density. 4. Following re -densification, the sub -base surface should be roughened to a minimum depth of 2 inches prior to placement of soil. 5. Spread planting topsoil mix to a depth of 6 inches if not otherwise indicated but not less than required to meet finish grades after natural settlement. Do not spread if planting soil or subgrade is frozen, muddy, or excessively wet. Do not use wheeled vehicles or back dragging. B. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. 1. Finished grade shall meet existing grades at contract limits and shall be even with the tops of curbs and paving. 2. Finished grade shall slope to drain, be free of depressions or other irregularities after thorough settlement and compaction of soil, and shall be uniform in slope between grading controls and the elevations indicated. 3. Soil shall be graded to within 1/2 inch below finished grade to allow for sod soil depth. 4. Final grade shall be within +/- 1/2 inch of grades indicated on or interpolated from the drawings. C. Restore planting beds if eroded or otherwise disturbed after finish grading and before planting. D. Apply Starter Fertilizer at 10 lbs / 1000 sf. Work into soil to Iinch depth. 3.4 TREE AND SHRUB EXCAVATION A. Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base leaving center area raised slightly to support root ball and assist in drainage. Do not further disturb base. Scarify sides of plant pit smeared or smoothed during excavation. 1. Excavate approximately three times as wide as ball diameter for balled and burlapped, container -grown, or fabric bag -grown stock. 2. If drain tile is shown or required under planted areas, excavate to top of porous backfill over tile. B. Subsoil removed from excavations may not be used as backfill. C. Obstructions: Notify Architect if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. D. Drainage: Notify Architect if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. E. Fill excavations with water and allow to percolate away before positioning trees and shrubs. CITY PARK ADVENTURE PLAYGROUND PROJECT 329300-8 PLANTS 3.5 TREE AND SHRUB PLANTING A. Set balled and burlapped stock plumb and in center of pit or trench with top of root ball flush with adjacent finish grades. 1. Remove burlap and wire baskets from tops of root balls and partially from sides, but do not remove from under root balls. Remove pallets, if any, before setting. Do not use planting stock if root ball is cracked or broken before or during planting operation. 2. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. B. Set container -grown stock plumb and in center of pit or trench with top of root ball flush with adjacent finish grades. 1. Carefully remove root ball from container without damaging root ball or plant. 2. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. C. Organic Mulching: Apply 3 -inch average thickness of organic mulch extending 12 inches beyond edge of planting pit or trench if isolated plants or throughout entire planting bed for groups of plants. Do not place mulch within 3 inches of trunks or stems. D. Retain below if trunk -wrap tape is required. Delete if not required or revise to another form of tree protection. 3.6 TREES AND SHRUB PRUNING A. Prune, thin, and shape trees and shrubs as directed by Owner's Arborist. 3.7 GROUND COVER AND PLANT PLANTING A. Set out and space ground cover and plants as indicated. C;' - r' B. Dig holes large enough to allow spreading of roots, and backfill with planting soil. C. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. D. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. E. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery from transplanting shock. F. Organic Mulching: Apply 3 -inch average thickness of organic mulch extending 12 inches beyond edge of planting pit or trench if isolated plants or throughout entire planting bed for groups of plants. Do not place mulch within 3 inches of trunks or stems. CITY PARK ADVENTURE PLAYGROUND PROJECT 329300-9 PLANTS 3.8 PLANTING BED MULCHING A. A.Mulch backfilled surfaces of planting beds and other areas indicated. 1. Organic Mulch: Apply 3 -inch average thickness for trees and shrubs and 2 inch average thickness for perennials, annuals, and groundcovers of organic mulch, and finish level with adjacent finish grades. Do not place mulch against plant stems. FILED ' E D 2. Apply mulch to entire area of planting beds. APR 02 2M 3.9 EDGING INSTALLATION City Clerk A. Edging: Spade cut "V -Cut" Landscape edge to 4" depth on all planting beds th1R%@ �d#AAVf seeded areas. 3.12 CLEANUP AND PROTECTION A. During exterior planting, keep adjacent pavings and construction clean and work area in an orderly condition. B. Protect exterior plants from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged exterior planting. 3.13 DISPOSAL A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris, and legally dispose of them off Owner's property. END OF SECTION 329300 CITY PARK ADVENTURE PLAYGROUND PROJECT 329300-10 PLANTS Geotechnical Evaluation Report Proposed City Park Additions 200 Park Road Iowa City, Iowa Preporedfor Hitchcock Design Group Professional Certification: I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Iowa. My license renewal date is December 31, 2019. i Timothy T. Wiles Principal/Senior Engineer License Number: 12939 January 24, 2019 Project 81812240 Braun Intertec Corporation BRAUN INTERTEC The Scieiue You Build On. January 24, 2019 Eric Hornig Hitchcock Design Group 22 East Chicago Avenue, Suite 200A Naperville, IL 60540 Re: Geotechnical Evaluation Proposed City Park Additions 200 Park Road Iowa City, Iowa Dear Mr. Hornig: Braun Intertec Corporation Phone: 319.365.0961 1901 16th Avenue SW, Suite 2 Fax: 319.365.1306 Cedar Rapids, IA 52404 1 Web: braunintertec.com Project B1812240 FILED APR 0 2 Y019 City Clerk Iowa City, Iowa We are pleased to present this Geotechnical Evaluation Report for the proposed City Park Additions located northwest of the existing City Park Pool in Iowa City, Iowa. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please contact Ben Butler or Tim Wiles at 319.365.0961. Sincerely, BRAUN INTERTEC CORPORATION e: Ben Butler, PE Staff Engineer Timothy T. Wiles Principal/Senior Engineer Description A. B. C. E. Table of Contents Page Introduction.................................................................................................................................................... I A.1. Project Description ........................................................................................................................... 1 A.2. Site Conditions and History ............................................................................................................... 2 A.3. Purpose ............................................................................................................................................. 2 A.4. Background Information and Reference Documents ....................................................................... 2 A.S. Scope of Services .............................................................................................................................. 2 Results............................................................................................................................................................. 3 B.I. Geologic Overview ............................................................................................................................ 3 B.2. Groundwater ..................................................................................................................................... 3 8.3. Boring Results ................................................................................................................................... 3 Recommendations.......................................................................................................................................... 4 C.1. Design and Construction Discussion ................................................................................................. 4 C.2. Site Grading and Subgrade Preparation ........................................................................................... S C.2.a. Subgrade Excavations ......................................................................................................... 5 C.2.b. Excavation Oversizing ......................................................................................................... 6 C.2.c. Excavated Slopes ................................................................................................................ 6 C.2.d. Excavation Dewatering ....................................................................................................... 7 C.2.e. Engineered Fill Materials and Compaction ......................................................................... 7 C.3. Spread Footings ................................................................................................................................ 8 C.3.a. Embedment Depth ............................................................................................................. 8 C.3.b. Net Allowable Bearing Pressure ......................................................................................... 8 CA. Pavement Subgrades ........................................................................................................................ 8 CA.a. Subgrade Proof Roll ............................................................................................................ 8 CA.b. Subgrade Drainage ............................................................................................................. 8 Procedures...................................................................................................................................................... 9 D.1. Penetration Test Borings .................................................................................................................. 9 D.2. Exploration Logs ................................................................................................................................ 9 D.2.a. Log of Boring Sheets ........................................................................................................... 9 D.2.b. Geologic Origins.................................................................................................................. 9 D.3. Material Classification and Testing ................................................................................................. 10 Qualifications................................................................................................................................................ 10 E.1. Variations in Subsurface Conditions ............................................................................................... 10 E.l.a. Material Strata .................................................................................................................. 10 EA.b. Groundwater Levels .......................................................................................................... 10 E.2. Continuity of Professional Responsibility ....................................................................................... 11 E.2.a. Plan Review ......................................................................................................... ............ 11 E.2.b. Construction Observations and Testing ............................................................................ 11 E.3. Use of Report .................................................................................................................................. 11 EA. Standard of Care ............................................................................................................................. 11 Appendix Soil Boring Location Plan Log of Boring Sheets Descriptive Terminology of Soil on ZON City Clerk Iowa city, Iowa A. Introduction A.1. Project Description APR 0 2 1019 City Clerk Iowa City, Iowa We understand that this project will consist of the construction of a series of playground structures along with associated site paving located northwest of the existing City Park Pool. We assume that any structures included in the project will consist of light swing sets and other playground structures supported by embedding poles or posts in the ground. We also assume that there could be some structures supported on conventional spread footings. We assume that paving will be for a trail the winds through the park. Based on the preliminary site grading plan provided to us, we anticipate that up to approximately 6 feet of cut and minimal fills will be required to perform the improvements. The figure below shows an illustration of the proposed site layout. Figure 1. Site Layout Preliminary site plan provided by Hitchcock Design Group. Hitchcock Design Group Project 81812240 January 24, 2019 Page 2 A.2. Site Conditions and History Currently, the site exists as moderately wooded green space. Current surface elevations range from 696 to 648 feet, sloping downward from south to north. The site appears to be relatively unchanged since 1990, as observed from aerial imagery via Google Earth'. A.3. Purpose The purpose of this geotechnical evaluation was to characterize subsurface geologic conditions at selected boring locations. Then, based on this information, provide a discussion and recommendations pertaining to the geotechnical aspects of the design and construction of the proposed site improvements. AA Background Information and Reference Documents To facilitate our evaluation, we reviewed the following information: • Preliminary site plan with proposed boring locations prepared by Hitchcock Design Group. • Email communications with Hitchcock Design Group. Aerial maps from Google EarthTM In addition to the provided sources, we have used several publicly available sources of information. We have described our understanding of the proposed construction and site to the extent others reported it to us. Depending on the extent of available information, we may have made assumptions based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, the project team should notify us. New or changed information could require additional evaluation, analyses and/or recommendations. A.S. Scope of Services We performed our scope of services for the project in accordance with our Proposal for a Geotechnical Evaluation, authorized on November 15, 2018. The following list describes the geotechnical tasks completed in accordance with our authorized scope of services. BRAUN INTERTEC Hitchcock Design # FILED L E Project B181224 January 24, 2019 Page 3 APR 02 7019 City Clerk lowP Citid. Iowa • Reviewing the background information and reference documents previously C • Clearing the exploration locations of underground utilities. Staking the exploration locations and acquiring approximate ground surface elevations. The Boring Location Plan included in the Appendix shows the approximate locations of the borings. Performing eight (8) standard penetration test (SPT) borings, denoted as B-1 to B-8, to depths of 10 feet below grade across the site. • Performing laboratory testing on select samples to aid in soil classification and engineering analysis. • Preparing this report containing a boring location plan, logs of soil borings, a summary of the soils encountered, results of laboratory tests, and recommendations for the design of site improvements. B. Results B.1. Geologic Overview We based the geologic origins used in this report on the soil types, in-situ and laboratory testing, and available common knowledge of the geological history of the site. Because of the complex depositional history, geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the geologic history for the site. B.2. Groundwater Groundwater was observed in one boring during drilling, boring B-2, at approximately 9%2 feet below grade. Groundwater levels will vary seasonally, with periods of heavy or prolonged precipitation, or the level of the nearby river. B.3. Boring Results Table 1 provides a summary of the soil boring results, in the general order we encountered the strata. Please refer to the Log of Boring sheets in the Appendix for additional details. The Descriptive Terminology sheets in the Appendix include definitions of abbreviations used in Table 1. BRAUN INTERTEC Hitchcock Design Group Project B1812240 January 24, 2019 Page 4 Table 1. Subsurface Profile Summary* *Abbreviations defined in the attached Descriptive Terminology sheets. C. Recommendations C.1. Design and Construction Discussion Based on the results of our field exploration, laboratory testing, and our understanding of the project, it is our opinion that the site is suitable for the proposed construction with the following geotechnical design and construction considerations. BRAUN INTERTEC Soil Type - Range of ASTM Penetration Strata Classification Resistances Commentary and Details Topsoil --- --- Present at all borings to depths of approximately 4 inches. Present at boring B-7 to a depth of 3 feet. Existing Fill --- _-- Clay with varying amounts of sand and gravel. Moisture condition is generally moist. Generally brown to dark brown. Present at all borings to depths of 4 to 10 feet. Penetration resistances range from medium to stiff Loess CL, CL -ML 5 to 13 BPF consistencies. • Moisture condition generally moist. • Generally light brown to brown. Present at borings B-2, B-3, B-4, and B-8 to depths of 8 to 10 feet. • Penetration resistances indicate loose to medium dense Glacial Till SC, CL 7 to 14 BPF relative densities in the sand and stiff consistency in the Clay. Moisture condition generally moist. Generally brown. Glacial Present at boring B-2 to a depth of 10 feet. Outwash SP -SM --- Moisture condition generally wet. Generally brown and gray. Highly Encountered at a depth of 8'/: feet at boring B-1. Bedrock Weathered 50 blows/2" Penetrated by our augers 1%: feet before encountering Limestone end -of -boring depth. *Abbreviations defined in the attached Descriptive Terminology sheets. C. Recommendations C.1. Design and Construction Discussion Based on the results of our field exploration, laboratory testing, and our understanding of the project, it is our opinion that the site is suitable for the proposed construction with the following geotechnical design and construction considerations. BRAUN INTERTEC FILE® APR 0 2 1019 Hitchcock Design Group Project 81812240 January 24, 2019 Page 5 City Clerk Iowa City, Iowa • Topsoil was encountered across the site. The topsoil was encountered to an approximate depth of 4 inches below existing grade. We recommend removing the topsoil below any areas that will support the proposed structures and pavements. Existing fill was encountered in boring B-7 to a depth of 3 feet below grade. Since we have only a limited amount of data regarding the existing fill from the borings, there is a risk that the existing fill may contain soft zones or unsuitable material. Variable existing fill soils are unsuitable for foundation and pavement support. Therefore, we recommend removing the existing fill completely from below the proposed structures and pavements. The existing fill appears to be suitable for reuse as backfill, but some sorting may be required to remove any organic material or debris that may be present. • Based on the site plan provided to us, we anticipate that native, medium to stiff clay or native, loose to medium -dense sand will be encountered at the foundation elevations of the playground structures. In general, these soils should provide adequate support of the structures. However, there may be isolated zones of soft or unsuitable material encountered at spread footing bearing level if footings are used. Unsuitable material encountered below the foundations should be overexcavated and replaced in accordance with this report. • After topsoil removal, we anticipate that the near -surface native clays will be encountered at the pavement subgrade elevation. To provide uniform support throughout the pavement areas, we recommend that the subgrade soils be scarified and surficially compacted. The surficial compaction should also serve as a proof roll to detect any soft, loose, or otherwise unsuitable zones. Any unsuitable zones should be overexcavated and replaced with compacted fill. Soils should be compacted in accordance with the recommendations in this report. • Based on the observed groundwater depths during drilling, groundwater will likely be below the anticipated construction depths. However, groundwater could be encountered depending on the time of construction and the groundwater levels at that time. The contractor should be prepared to remove any groundwater from excavations if encountered. • On-site soils free of organics and debris may be reused as backfill and fill. However, proper moisture conditioning of clayey soils will be required prior to compaction. C.2. Site Grading and Subgrade Preparation C.2.a. Subgrade Excavations We recommend removing all topsoil below the proposed structures and pavements. There may be isolated zones of soft or unsuitable soils encountered at footing bearing or pavement subgrade level. Soft or unsuitable soils should be overexcavated and backfilled with structural fill compacted in accordance with Table 2. BRAUN INTERTEC Hitchcock Design Group Project B1812240 January 24, 2019 Page 6 C.2.b. Excavation Oversizing When removing unsuitable materials below structures or pavements, we recommend the excavation extend outward and downward at a slope of 1H:1V (horizontal:vertical) or flatter. See Figure 2 for an illustration of excavation oversizing. Figure 2. Generalized Illustration of Oversizing �rG"• �_.� s=��w 1. Engineered fill as defined in this report 2. Excavation oversizing minimum of 1 to 1 (horizontal to vertical) slope or flatter 3. Engineered fill as required to meet pavement support or landscaping " a d requirements 4. Backslope to OSHA requirements d < EXCAVATION __ \ O \ \ O \\O 4 \ EXISTING SOILS IUITABLE EXCAVATION BOTTOI AS DETERMINED IN THE FIELD EXCAVATION OVERSIZING SKETCH NOT TO SCALE C.2.c. Excavated Slopes All excavation must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, "Excavations and Trenches". This document states that excavation safety is the responsibility of the contractor. Reference to these OSHA requirements should be included in the project specifications. BRAUN IN ILK I LC. FILE® APR 0 2 2019 City Clerk Iowa City, Iowa Hitchcock Design Group Project 81812240 January 24, 2019 Page 7 C.2.d. Excavation Dewatering Based on the observations made during our borings, it appears that groundwater may not be encountered within the building excavation depths. Nevertheless, due to the possible fluctuation of groundwater levels in areas of deeper excavations, we recommend monitoring static groundwater levels immediately prior to and during construction with test pits or monitoring wells to assess the necessary groundwater effort. The contractor should be prepared to remove any groundwater that enters excavations. C.2.e. Engineered Fill Materials and Compaction Onsite soils free of organics can be considered for reuse as general backfill and fill. Moisture conditioning of clayey soils will likely be required prior to compaction. The clayey soils will be more difficult to compact if wet or allowed to become wet, or if spread and compacted over wet surfaces. Imported material needed to replace excavation spoils or balance cut and fill quantities may consist of sand, silty sand, clayey sand, sandy lean clay, or lean clay. We recommend, however, that the plastic index of the material not exceed 25 and the liquid limit not exceed 48. More select soils comprised of coarse sands with less than 5% passing the #200 sieve may be needed to accommodate work occurring in periods of wet or freezing weather. We recommend spreading engineered fill in loose lifts of approximately 8 to 12 inches thick. We recommend compacting engineered fill in accordance with the criteria presented below in Table 4. The project documents should specify relative compaction of engineered fill, based on the structure located above the engineered fill, and vertical proximity to that structure. Table 2. Compaction Recommendations Summary The project documents should not allow the contractor to use frozen material as engineered fill or to place engineered fill on frozen material. Frost should not penetrate under foundations during BRAUN INTERTEC Relative Moisture Content Variance from Optimum, Compaction, percent percentage points < 12% Passing #200 Sieve > 12% Passing #200 Sieve (ASTM D698 — Reference Standard Proctor) (typically SP, SP -SM) (typically CL, SC, ML, SM) Below foundations 98 ±3 -1 to +3 Within 2 feet of pavement subgrade 98 ±3 -1 to +3 More than 2 feet below pavement subgrade 95 ±3 ±3 Below landscaped surfaces 90 +5 +4 The project documents should not allow the contractor to use frozen material as engineered fill or to place engineered fill on frozen material. Frost should not penetrate under foundations during BRAUN INTERTEC Hitchcock Design Group Project B1812240 January 24, 2019 Page 8 construction. We recommend performing density tests in engineered fill to evaluate if the contractors are effectively compacting the soil and meeting project requirements. C.3. Spread Footings C.3.a. Embedment Depth Any foundations associated with walls, canopies, or playground structures should be embedded a minimum of 42 inches below grade for frost protection. C.3.b. Net Allowable Bearing Pressure As discussed in this report, we anticipate any footings to bear on native, medium to stiff clay or native, loose to medium -dense sand. We recommend sizing spread footings to exert a net allowable bearing pressure of 2,000 pounds per square foot (psf). This value includes a safety factor of at least 3.0 with regard to bearing capacity failure. Additionally, we recommend that the minimum widths for any individual spread or continuous wall footings be 24 and 18 inches, respectively. The minimum widths are considered advisable to provide a margin of safety against a local or punching shear failure of the foundation soils. Where sand is exposed in footing excavations, we recommend that bearing surfaces be surficially compacted with vibratory equipment before placing reinforcing steel and constructing footings. CA Pavement Subgrades C.4.a. Subgrade Proof Roll Prior to placing any new fill or placing aggregate base or pavements we recommend proof rolling the subgrade to determine if any soils are in need of overexcavation and replacement. If excessively soft or unsuitable zones are identified in the proof roll, we recommend replacing it with new fill. The new fill should be compacted in accordance with Table 2. This proof roll can be performed in conjunction with surficial compaction as recommended earlier in this report. C.4.b. Subgrade Drainage Due to the presence of frost susceptible soils, and in order to prolong the service life of the pavement, we recommend consideration be given to installing longitudinal shoulder subdrain along the proposed trail through the park. The longitudinal subdrains should be extended a minimum of 3'/: feet below the pavement subgrade and should be backfilled with free -draining, granular material meeting the BRAUN INTERTEC ®Hitchcock Design Group m Project 81812240 LU e� o January 24, 2019 MaicV o U ;2:, Page 9 CI.- ) U c V 3 spQfications of "Section 4131 Porous Backfill' as stated in the IDOT Standard Specifications. The subdrain should be hydraulically connected with a granular base and sloped to provide positive gravity drainage to a discharge point. Longitudinal subdrains should be constructed in accordance with MOT Standard Road Plan RF -19C. D. Procedures D.1. Penetration Test Borings Once borings were staked and utilities located, the penetration test borings were drilled with a flotation tire -mounted drill rig equipped with hollow stem augers. A boring location plan is included in the Appendix. The borings were performed in general accordance with ASTM D 1586. Penetration test samples were taken at 2%:- to 5 -foot intervals. Actual sample intervals and corresponding depths are shown on the boring logs. The drill crew checked for groundwater as the penetration test borings were advanced. D.2. Exploration Logs D.2.a. Log of Boring Sheets The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and describe the penetrated geologic materials and present the results of penetration resistance and other in-situ tests performed. The logs also present the results of laboratory tests performed on penetration test samples and groundwater measurements. We inferred strata boundaries from changes in the penetration test samples and the auger cuttings. Because we did not perform continuous sampling, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as gradual rather than abrupt transitions. D.2.b. Geologic Origins We assigned geologic origins to the materials shown on the logs and referenced within this report, based on: (1) a review of the background information and reference documents cited above, (2) visual classification of the various geologic material samples retrieved during the course of our subsurface exploration, (3) penetration resistance testing performed for the project, (4) laboratory test results, and (5) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. BRAUN INTERTEC Hitchcock Design Group Project 61812240 January 24, 2019 Page 10 D.3. Material Classification and Testing The geologic materials encountered were visually and manually classified by the geotechnical engineering staff in accordance with ASTM D2488. A chart explaining the classification system is attached. Samples were placed in zip -top bags and returned to our facility for review and storage. All laboratory testing was completed in accordance with relevant ASTM and AASHTO procedures. The laboratory test results are included on the attached boring logs. E. Qualifications E.I. Variations in Subsurface Conditions E.1.a. Material Strata We developed our evaluation, analyses, and recommendations from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth. Therefore, we must infer strata boundaries and thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning should expect the strata to vary in depth, elevation, and thickness, away from the exploration locations. Variations in subsurface conditions present between exploration locations may not be revealed until performing additional exploration work or starting construction. If future activity for this project reveals any such variations, you should notify us so that we may reevaluate our recommendations. Such variations could increase construction costs, and we recommend including a contingency to accommodate them. E.1.11b. Groundwater Levels We made groundwater measurements under the conditions reported herein and shown on the exploration logs and interpreted in the text of this report. Note that the observation periods were relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications, and other seasonal and annual factors. BRAUN INTERTEC Q Hitchcock Design Group Project 81812240 >� 3 January 24, 2019 o U.� Page 11 a �U c U m E.. Continuity of Professional Responsibility E.2.a. Plan Review We based this report on a limited amount of information, and we made a number of assumptions to help us develop our recommendations. We should be retained to review the geotechnical aspects of the designs and specifications. This review will allow us to evaluate whether we anticipated the design correctly, if any design changes affect the validity of our recommendations, and if the design and specifications correctly interpret and implement our recommendations. E.2.b. Construction Observations and Testing We recommend retaining us to perform the required observations and testing during construction as part of the ongoing geotechnical evaluation. This will allow us to correlate the subsurface conditions exposed during construction with those encountered by the borings and provide professional continuity from the design phase to the construction phase. If we do not perform observations and testing during construction, it becomes the responsibility of others to validate the assumption made during the preparation of this report and to accept the construction -related geotechnical engineer -of -record responsibilities. E.3. Use of Report This report is for the exclusive use of the addressed parties. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses, and recommendations may not be appropriate for other parties or projects. EA Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. BRAUN INTERTEC Appendix I City Park Road B- t B-2 4 B-3,JB-4 41 B-5 �._ 1547 feet to Dubuque Street 930 feet to Park Road BRAUN'" INTERTEC LOG OF BORING Braun Project B1812240 BORING: B-01 Geotechnical Evaluation LOCATION: See boring location plan. Proposed City Park Additions Iowa City, Iowa DRILLER: D.Moellerff.Henkes METHOD: Power Auger DATE: 1/10/19 SCALE: V=4' Elev. Depth feet feet Description of Materials BPF WL MC DD Tests or Notes 652.0 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % pcf R.51 7TS CL Topsoil — LEAN CLAY, trace Sand, brown, moist, medium to stiff (Loess) 6 25 27 97 qu= 1460 psf 9 25 643.5 8.5 50/2" 9 _ LS Highly weathered LIMESTONE (Bedrock) 642.0 10.0 END OF BORING. Water not observed while drilling. Boring then backfilled. 81812240 Braun Intertec Corporation B-01 page 1 of 1 BRAUN'" INTERTEC FILED LOG OF BORING Braun Project 81812240 APR 02 N19 BORING: B-02 Geotechnical Evaluation Additions City Clerk LOCATION: See boring location plan. Proposed City Park Iowa City, Iowa Iowa City, IOWa DRILLER: D.MoelledT.Henkes I METHOD: Power Auger DATE: 11101119 SCALE: V = 4' Depth :Elev. et feet Description of Materials BPF WL MC DD Tests or Notes 9.0 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % pcf TS CL Topsoil — LEAN CLAY, trace Sand, brown, moist, stiff (Loess) 23 99 qp 2.0 tsf 9 26 654.0 5.0 SC - CLAYEY SAND, fine- to coarse-grained, brown, moist, loose (Glacial Till) 7 28 651.0 8.0 26 SP- ! POORLY GRADED SAND with SILT, trace Gravel, _ SM -. fine- to coarse-grained, brown and gray, wet $7 (Glacial Outwash) — 649.0 10.0 END OF BORING. Water observed at 9.5 feet while drilling. Boring then backfilled. 81812240 Braun Inlertec Corporation B-02 page 1 of 1 BRAUN'" INTERTEC LOG OF BORING Braun Project B1812240 BORING: B-03 Geotechnical Evaluation LOCATION: See boring location plan. Proposed City Park Additions . Iowa City, Iowa DRILLER: D.Moeller/T.Henkes METHOD: Power Auger DATE: 1/10/19 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC DD Tests or Notes 660.0 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % pcf 65q 7 n3 TS CL Topsoil — LEAN CLAY, trace Sand, brown, moist, stiff (Loess) 10 22 23 106 656.0 4.0 SC CLAYEY SAND, trace Sand, fine- to coarse-grained, brown, moist, medium dense (Glacial Till) 12 20 12 8 650.0 10.0 1111111 END OF BORING. Water not observed while drilling. Boring then backfilled. 81812240 Braun Intertec Corporation a-03 page t or t BRAUN" INTERTEC FILE® LOG OF BORING Braun Project 81812240 APR 02 1019 BORING: B-04 Geotechnical Evaluation LOCATION: See boring location plan. Proposed City Park Additions City Cleric Iowa City, Iowa Iowa City, Iowa DRILLER: D.MoellerrF.Henkes METHOD: Power Auger DATE: 1/10/19 SCALE: 1"=4' Description of Materials BPF WL MC DD Tests or Notes Symbol (Soil-ASTMD2488orD2487,Rock-USACEEM1110-1-2908) % pcf TS CL Topsoil LEAN CLAY, trace Sand, brown, moist, stiff teDfe (Loess) 24 100 q� 1630 psf 13 26 SC CLAYEY SAND, trace Gravel, fine- to coarse-grained, brown, moist, medium dense (Glacial Till) 24 qp 1.0 tsf 14 13 650.0 10.0 END OF BORING. Water not observed while drilling. Boring then backfilled. B1812240 Braun Intenec Corporation B-04 page 1 of 1 BRAUN'" INTERTEC LOG OF BORING Braun Project B1812240ry BORING: B-05 Geotechnical Evaluation '� 0` 201; LOCATION: See boring location plan. Proposed City Park Additions City Clerk Iowa City, Iowa DRILLER: C.Gracey/T.Henkes METHOD: 3114" HSA, Autohammer DATE: 12126118 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC Tests or Notes 672.0 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % 671 7 n3 TS CL Topsoil — LEAN CLAY, trace Sand, light brown, moist, medium (Loess) 5 24 _ 5 31 7 26 q 1 5 tsf 662.0 10.0 END OF BORING. Water not observed while drilling. Boring then backfilled. 81812240 Braun Intertec Corporation B-05 page 1 of 1 BRAUNm INTERTEC LOG OF BORING Braun Project B1812240 AM 0 2 2019 BORING: B-06 Geotechnical EvaluationCity Clelf( LOCATION: See boring location plan. Proposed City Park Additions Iowa Cit Iowa Iowa City, Iowa yr DRILLER: C.Gracey/T.Henkes METHOD: 31/4" HSA, Autohammer DATE: 12/26/18 SCALE: 1"=4' Elev. Depth feet feet Description of Materials BPF WL MC DD Tests or Notes 683.0 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EMI 110-1-2908) % pcf 6827 o3 TS Topsoil SILTY CLAY, trace Sand, brown, moist, medium — CL- ML (Loess) 24 104 q,= 1610 psf _ 7 23 6 19 _ 6 18 673.0 10.0 END OF BORING. Water not observed while drilling. Boring then backfilled. 81812240 Braun Intertec Corporation B-06 page 1 of 1 BRAUN" INTERTEC SexeXIII �l ll►@ Braun Project 81812240 BORING: B-07 Zo. 10 n, Geotechnical Evaluation -- I". o r- LOCATION: See boring location plan. Proposed City Park Additions ^; Iowa City, Iowa „ ,�`r� " ' • DRILLER: C.GraceylT.Henkes METHOD: 3114" HSA, Autohammer DATE: 12126118 SCALE: 1" = 4' Elev. Depth feet feet Description of Materials BPF WL MC DD Tests or Notes 690.0 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) % pcf TS Topsoil — FILL FILL: Sandy Lean Clay, trace Gravel, dark brown and _ brown, moist 15 25 687.0 3.0 22 103 qp 1.5 tsf CL LEAN CLAY, trace Sand, brown, moist, stiff _ (Loess) 10 18 _ 9 21 680.0 10.0 END OF BORING. Water not observed while drilling. Boring then backfilled. 81812240 Braun Intertec Corporation B-07 page 1 of 1 BRAUNm INTERTEC FILED LOG OF BORING Braun Project B1812240 BORING: B-08 Geotechnical Evaluation APR 02 1019 LOCATION: See boring location plan. Proposed City Park Additions City Cie* Iowa City, Iowa Iowa City, Iowa DRILLER: C.Gracey/T.Henkes METHOD: 3 1/4" HSA, Autohammer DATE: 12/26/18 SCALE: 1" = 4' Elev. Depth feet feet Description of Materials BPF WL MC DD Tests or Notes 683.0 0.0 Symbol (Soil -ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) % pcf TS Topsoil LEAN CLAY, trace Sand, light brown, moist, medium — CL stiff 5 24 — (Loess) 9 26 677.0 6.0 111111 16 99 qo >4.5 tsf CL LEAN CLAY with SAND and SAND seams, light brown, moist, stiff (Glacial Till) 673.0 10.0 END OF BORING. Water not observed while drilling. Boring then backfilled. 81812240 Braun Intertec Corporation B-08 page 1 of t BRAUN INTERTEC Tbacleroym gW W on. Descriptive Terminology of Soil ` Sn?I Based on Standards ASTM D 2487-11/2488-09a (Unified Soil Classification System) A. Based on the material passing the 3 -inch (75 -mm) sieve. B. If field sample contained cobbles or boulders, or both, add "with cobbles of boulders, or both" to group name. C. Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt GW -GC well -graded gravel with clay GP -GM poorly graded gravel with silt GP -GC poorly graded gravel with clay D. Co=Dar/Don C,= (Dao)7/ (Dm x Dao) E. If soil contains 2 15% Sand, add "with sand" to group name. F. If fines classify as CL -ML, use dual symbol GC -GM or SC -SM. G. If fines are organic, add "with organic fines" to group name. H. Sands with 5 to 12% fines require dual symbols: SW -SM well -graded sand with silt SW -SC well -graded sand with clay SP -SM poorly graded sand with silt SP -SC poorly graded sand with clay I. If soil contains 215%gravel, add "with gravel" to group name. J. If Atterberg limits plot in hatched area, soil is CL -ML, silty clay. K. If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is predominant. L. If soil contains 2 30% plus No. 200, predominantly sand, add "sandy" to group name. M. If soil contains 2 30% plus No. 200 predominantly gravel, add "gravelly' to group name. N. PI 24 and plots on or above "A"line. O. PI< 4 or plots below "A" line. P. PI plots on or above "A" line. O. PI plots below "A" line 20 For classification of floe-gralesetl soils Criteria for Assigmng Group symbols and Boulders .............. soil classification Cobbles ................ Group Names using laboratory Tests' Group s mboi Group Names 11 to 30 BPF Gravels Clean Gravels C„a 4 and 15 C, 53o GW well -graded gravel' is (Mom thin 50%of less Man s%finest) C„<4 and/or lCr<1 or 4 >3)° GP Poorly graded gravel' 'X y a.teach". retained on No.4 Gravels undo Fries Fines ci as ML or MH GM Silty veli Fines Classify as CL or CH GC Cla ovionwelsr [ .E sieve) twee than l2%frieze) 6 16 to 30 BPF............... 2 to 4 tsf Hard .......................... over 30 BPF ................ > 4 tsf 0 Ands cNan Sands C. a 6 and 15 C.53' sw Well -graded sand' q<6and/or (4<3 oro>3)° SP Poorly gentled send' £) (50%or more coarse (Less 5% tfoes") o 4 Sands with noes Fines lass' as ML or MH SM Siltyand°G1 E fraction passes No. Neve) )More than 12% Brasil) Fines classify as CL or CH K Clare, saad"' PI> 7 and plots on or above "A"line' Q Lean clay' L Inorganic is Sift andtheir (Liquid limit less Man Pi<4 or lots below -Alin ML Siltalx 50) Liquid Limit - wen dried Organic clay x r Ma ML oe OL organic <OJ5 Liquid Limit - not dried GL Organic silt z Liao gPI plots on or above "A"line CH Finla c` M n i° SiNs and Clays Inorganic u 4Y0 (Liquid limtt 5o or Pi plMs below "A"line MH Elastic silts"" Limit - oven dried Organkda,er.n more) OrganicLiquid 40 )s Liquid Limit-mt dried OH Orgamc silt Lipo xlgM1ly Organic Soils Primarily organic matter, dark in color and organic odor IT I Peat A. Based on the material passing the 3 -inch (75 -mm) sieve. B. If field sample contained cobbles or boulders, or both, add "with cobbles of boulders, or both" to group name. C. Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt GW -GC well -graded gravel with clay GP -GM poorly graded gravel with silt GP -GC poorly graded gravel with clay D. Co=Dar/Don C,= (Dao)7/ (Dm x Dao) E. If soil contains 2 15% Sand, add "with sand" to group name. F. If fines classify as CL -ML, use dual symbol GC -GM or SC -SM. G. If fines are organic, add "with organic fines" to group name. H. Sands with 5 to 12% fines require dual symbols: SW -SM well -graded sand with silt SW -SC well -graded sand with clay SP -SM poorly graded sand with silt SP -SC poorly graded sand with clay I. If soil contains 215%gravel, add "with gravel" to group name. J. If Atterberg limits plot in hatched area, soil is CL -ML, silty clay. K. If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is predominant. L. If soil contains 2 30% plus No. 200, predominantly sand, add "sandy" to group name. M. If soil contains 2 30% plus No. 200 predominantly gravel, add "gravelly' to group name. N. PI 24 and plots on or above "A"line. O. PI< 4 or plots below "A" line. P. PI plots on or above "A" line. O. PI plots below "A" line 20 For classification of floe-gralesetl soils Particle Size Identification Boulders .............. over 12" Cobbles ................ 3" to 12" and fine-gra'red fraction of coarse ndzg l 11 to 30 BPF Coarse ............. 3/4" to 3" (19.00 mm to 75.00 mm) Fine ................. No. 4 to 3/4" (4.75 mm to 19.00 mm) Sand over 50 BPF Coarse .............. No. 10 to No. 4 (2.00 mm to 4.75 mm) Medium ........... No. 40 to No. 10 (0.425 mm to 2.00 mm) Fine .................. No. 200 to No. 40 Equation of'A"- line Norizonbl M PI -4 to LL. 25.5, Silt ........................ "f Clay ...................... <.00S mm 5 to 8 BPF .................. 1/2 to 1 tsf then PI . on 120) 9 to 15 BPF................. `- •tel¢ 16 to 30 BPF............... 2 to 4 tsf Hard .......................... over 30 BPF ................ > 4 tsf Equatlon of -W-gne venal M LL. 16 to PI m7 than PI 0.9 (U.- 8) ML oe OL 10 16 20 W 40 So 60 70 90 90 100 Ito LTQ =lzrrzy(W Relative Proportionsl•M trace ............................. 0 to 5% little .............................. 6 to 14% with .............................. 215% Inclusion Thicknesses lens...............................Oto 1/8" seam ............................. 1/8" to 1" layer .............................. over 1.. Apparent Relative Density of Cohesionless Soils Very loose ..................... Particle Size Identification Boulders .............. over 12" Cobbles ................ 3" to 12" Gravel 11 to 30 BPF Coarse ............. 3/4" to 3" (19.00 mm to 75.00 mm) Fine ................. No. 4 to 3/4" (4.75 mm to 19.00 mm) Sand over 50 BPF Coarse .............. No. 10 to No. 4 (2.00 mm to 4.75 mm) Medium ........... No. 40 to No. 10 (0.425 mm to 2.00 mm) Fine .................. No. 200 to No. 40 0 to 1 BPF ................... (0.075 mm to 0.425 mm) Silt ........................ No. 200 (0.075 mm) to .005 mm Clay ...................... <.00S mm Relative Proportionsl•M trace ............................. 0 to 5% little .............................. 6 to 14% with .............................. 215% Inclusion Thicknesses lens...............................Oto 1/8" seam ............................. 1/8" to 1" layer .............................. over 1.. Apparent Relative Density of Cohesionless Soils Very loose ..................... 0 to 4 BPF Loose ............................ 5 to 10 BPF Medium dense .............. 11 to 30 BPF Dense ............................ 31 to 50 BPF Very dense .................... over 50 BPF Consistency of Blows Approximate Unconfined Cohesive Soils flatfoot Compressive Strength Very soft ................... 0 to 1 BPF ................... < 1/4 tsf Soft ........................... 2 to 4 BPF ................... 1/4 to 1/2 tsf Medium .................... 5 to 8 BPF .................. 1/2 to 1 tsf Stiff ........................... 9 to 15 BPF................. 1 to 2 tsf Very Stiff ................... 16 to 30 BPF............... 2 to 4 tsf Hard .......................... over 30 BPF ................ > 4 tsf Moisture Content: Dry: Absence of moisture, dusty, dry to the touch. Moist: Damp but no visible water. Wet: Visible free water, usually soil is below water table. Drilling Notes BPF: Numbers indicate blows per foot recorded in standard penetration test, also known as "N" value. The sampler was set 6 inches into undisturbed soil below the hollow -stem auger. Driving resistances were then counted for second and third 6 -inch increments, and added to get BPF. Partial Penetration: If the sampler cannot be driven the full 12 inches beyond the initial 6 -inch set, the number of blows for that partial penetration is shown as "No./X" (i.e., 50/2"). If the sampler cannot be advanced beyond the initial 6 -inch set, the depth of penetration will be recorded in the Notes column as "No. to set X" (i.e., 50 to set 4"). WH: WH indicates the sampler penetrated soil under weight of hammer and rods alone; driving not required. Will WR indicates the sampler penetrated soil under weight of rods alone; hammer weight and driving not required. WL: WL indicates the water level measured by the drillers either while drilling or following drilling. Laboratory Tests DO Dry Density, pd OC Organic content, % PL Plastic limit, % WD Wet Density, pcf qp Pocket penetrometer strength LL Liquid limit, % P200 % Passing #200 sieve MC Moisture conent,% PI Plasticity Index,% 1/2018 Prepared by:BrettZimmerman, Public Works, 410 E. Washington St., Iowa City, IA 52240,(319)356-5044 Resolution No. 19-88 Resolution setting a public hearing on April 23, 2019 on project manual and estimate of cost for the construction of the City Park Adventure Playground 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 City Park Adventure Playground account # R4356. Now, therefore, be it resolved by the Council of the City of Iowa City, Iowa, that: A public hearing on the project manual and estimate of cost for the construction of the above-mentioned project is to be held on the 23rd day of April, 2019, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk. 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 2nd day of April 2019 M or tt {�oved b Attes: p -15 City Clerk City Attorneys Office It was moved by salih and seconded by adopted, and upon roll call there were: Ayes: x Nays: Mims the Resolution be Absent: Cole Mims Salih Taylor Teague Thomas Throgmorton 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdesigngroup.com P�yeciLtiaO_Uon _ �`"" Electrical Engineer Shasta E -sones Shive-Hattery V 2939 Nonhgate Drive ' Iowa City, Iowa 52245 1 T 319.354.3040 . �.._.,U. DO . 0 ., ®IOWA= ONE CALL 1-800-292-8989 www.lowaonecall.com U 00rr Cit Park Adventure Y Playground Yg Project J BILE �0 �0 as 0 E -U 200 Park Road APR 02 2U19 9�� Iowa City, Iowa 52246 `� y�0 >U C;ty Clerk < Iowa City, Iowa Y a it Iowa City 0 220 S. Gilbert Street Iowa City, Iowa 52240 Construction Documentation April 2, 2019 Project Team General Notes Sheet Index 1. Basemap information obtained horn plans prepared by G1.0 Plan Project Items Landscape Amh#ect sheets: L -sena Shive-cattery received Odober 12, 2019. Hitchcock Design Group ,,,,,,,,, 22 East Chicago Avenue. Suite MA `NWO'&'C�Z� ," ,0�.+� Napervale. Illinois 2. Venrys0e conditions and alerma9onon draMngsissWe. Promptly repot any concealed crorMi9ons, mielekas. L -Series 1-1.0 Existing Conditions Plan 60500 \ T 630 961 1787 -,,6!{ :?-8 'e omm - discrepanbes or deviabons horn Ne information shown in the Contract Documents. The owner is not responsible ler L2.0 Site Preparation and Removals Plan unauthorized cM1anges or extra work required to cared diacreparciae. L3.0 Layout and Materials Plan anrepoded L4.0 Planting Plan e �ilA: l 3. Secure and pay for permits, fees and inspections necessary L4.1 Plant Schedule for the proper execution of this wok. Comply with codes 1-5.0.1-5.5 Details applicable to this work. 4. Rater to specifications for additional conditions. Standards C-Sef1eS civil Engineer sheets C, eves and miss. C1.0 -C1.1 Erosion & Sediment Control Plan Shive-Hattery C2.0 Grading and Drainage Plan 2839 Nathgate Detre lowas City, Iowa 5n45 C3.0 Civil Details and Notes T 319.350.3040 E-Seffes E1.0 Electrical Site Plan Project Location Map E2.0 Electrical Details, Specifications, and Notes NORTH P�yeciLtiaO_Uon _ �`"" Electrical Engineer Shasta E -sones Shive-Hattery V 2939 Nonhgate Drive ' Iowa City, Iowa 52245 1 T 319.354.3040 . �.._.,U. DO . 0 ., ®IOWA= ONE CALL 1-800-292-8989 www.lowaonecall.com 1.4 11. DmedpOm Reframe I ine-code QW Dem hanidmtJ O Included Item Satlaa 2010-Earlhwmk, Subpade, and Sa66w I SubMse. a- 2010,1.00,1 3010-108-1-0 $12 SY Firm g.placing, completing. and Oweming e0 the Emper probe. 2 Toll One-sesse 2010, LOS, D,1 3010-100.0.1 181 CY 3 Clmdtaii-dfnubbiug 2010, I.N.0 2010.108E-0 1 IS Reemvel and dispnalafall materials andplarti ofbackfill aura w6ve mats have been remove. Seesia 490-Sn60mW W Fenbg Dralm Delivery, excavation. mardlmion, craned,, pacing backfill menial, Zs Trench ex....hc ,fumisM1,ng mid placin, bmldirK and backfill mtma1. 4 StAdre¢DW Wm HDPE. B' 4010. LiA 400108-A-0 70 15 e,ineeaBfabnelwheo pecified3, monmora. and elborndtm. The FA kngm efel6owv and ars oftM pipes insdlud will be include in tlw Curtis ofpimi mmured. 5 Substantial Clam, Type MI, S' 4010, 1.09,C 1040-Ilci 3 EA Cleanout wrung cover, concrete base, and convection 00ini 6 Subdnin Oumb 19 Structure, 5' 441411.08.D 4010.108-D4 1 2 1 EA Pipe, nonaMedr grout. coupling bends, and indent Summit for pipes 8 iuchm Section, 9010 - Pin W nd Cement Cassel. Pavement Delivery. execration, inmallmion, wn<tiss, placing backfill mtmeL Frsal biomass, of.bgMt on arbbase, meegnl Curb, bra end 7 Pavement PCC. 4' 9010.1.08, A M10.108 -A-0 414.3 SYmOf eies 4lninu and amid g, surface crier, and pets., Pola, saran)• remmg eahmeeer HIM inside,,. bnxam fa for.. and eetablisliment period, and replacments. Huntsx'GioumoaI Pleomin Lily, pani.1scressmtnng, Whim. very, cont rMn, installation, watering, placing backfill material, 309030 lual , 1.08,A 0.10 9035-A46 FVI tmmin8 of sub V]c in stations. ategral curb, Net std B Ferment PCC. 6• 7010. I.OB,A 1010.108-A-0 91.3 SY rami emm,terms and scaling. surface cwng and prs., pmemnion, establishment mined, ad replacements. P.tha mifith.I Bowman's ufny feaing corcme for rigid M1mders, hoxou¢ foe fneres. d Delivery, e -V mss, maabtion, wmnrsg, placing backfill unicameral, 31Rot "Cearst amorMera ressr, , Section 700- Pavement Rehabilitation 9 Pvemmt0.mmal 9010, I.OB,N 1010.108-H-0 57035 1-8. brought,rermving and dipom. fmNba pnmMhtd $Y motweing steel sreron9919-sacdag mmbinhmem pined, and rephiso-¢. Rudbecka him l Black-eyed gush I Renwvil of tack ud I Mpks firm We arm: rami m8 nlle and washm; 10 Hindrance Seedi,, Seedthg 9010.10,,0. 9010.10&8-0 0.35 AC prepams, the seedbed. rumisbin8 and paemg sed, mcke ing any eeatmem 62 Fmtilizng. sd Mulching EA mulching, wcppmg, sinking re Vying. hecbrndr. mintemue during Ste reported. famishing and placing fenih7er W mulch ad fumisang avatar mteblisbmme period, and rtplacem U ad mhercare during rhe Care mind, unlm rhea items are bid separnely. Section 9030 - Pant Material and Planting Sastla 9914-Etalan and Sediment Camtral Amelanchim c gmdifios Autumn 33 Stabilized Comuuctim Es. 9010,1.08.0.1 9090-10801 Delivery, aeawtion.V¢Ilanon, wiener&placingbackfill-serial. 11 Bcilhanck1 A. Bnllimce 90M.108,A WWHII A-0 2 EA mulching wrapping, closing or guying, hnbiside, Counter- during the LF Semceb-r, g Ht 33 Fila Sancta, Removal 9010,1.(x, D,3 9010-108-0.2 establishment peed, and repacemenu. LF Coma neadmua / Fiam Record Ixtivery, cuawtion, imallaliat on, watering thea, backfill matmal. 12 Multi-mmk,9Hr. 901 IN, 9030.Hill 2 EA, mWching,ona,,ine. tourist in guying. herbiidc maimerunce dwn8 the embluhm-r micros, and replxemcn¢. x cludrsg pa¢. -mann emm¢. ofe.ite diamonderaa(m ament nrpa 36 Rmlosal o(Fmce 9060. I.Oa,E 9060.10// DeOvary, excvaion,i rallmier, wasnog placing backfill matesal, D Comm kerma l Rory Dogwood, 9' HE, 90010. I.N,A 901( 10gd-0 3 EA mulching. wrapping, aurng or guying. M1erbieidc, mairecnancer during char renal an Pot Mks. estabfshment mind, and replacctromi Smtbp 11,819 Calalpa peeimn l NoMm Catalpa, 15 37 Conn... Survey 11.010. IN,A Delivery, esaevation, Vwater ustiVon, ing, placing m Instill mirmi 14 91130, IN. pl) 1Uud-0 3 EA mulching, wrapping,slake, or guying herlu bicide. maamnce dung me Ilademblishmrnt outing rcqumted beyond the requirments of this rection. mind. and replattments, Sottlm IIAH-Mob0lmtion Delivery, exeavanlen, iumllmi-, watering pacing bakfill mmmiel. 15 Nyma syhniwenn Usti B A B 9030OA , IN. 03 -1 0,1411 2 EA mulchinti.-,pin,, sacking or guying, herbwide. Connections: during the 11.0201Alk A 11,020.10LA 1 LS mW01hma ofelfin. MJdmgs, rod other fncigtim ocesmry for by embEshment minod and re,lacemenea. Dauma gracilis Ndtlm' / Slmdm Delivery, ex -Conor. marniation. weenng Phi backfill msrrrd. 16 Deuma. 24P 1111 9030. I.M,A 9030.1UI S EA mlchivg wrapping, staking or li ing.lcnbiCide. mimenance donne the who lien. Sweden 11,050 -Content. Wmh9m establishment pend. and n lacconsi Concerns Wisdom, Poraythia x Gold Tial I Golder Tldn 11,050.10B -A-0 I LS Defivety, exeavuen. insinllmor, water,, placing backfill mmerial. 19 Fonsydis, 24' I t 9030.1.08, A 9010-100i 9 EA mulching wrapping swing or guying, hubrtide, mmn ere -c Mane the 0 Demolition ofBwl , Spacial govriom 024119 1 0 establishment period and replacements. Hydration indeed. Lim6,M'TM Delivery,..natation,nocia.lion, wateringplacing bmkfll material, Ig I Limelight H g ydmgea, 36. HL 9030, IN, A 9 108 -Ai 9 EA mulching, wrapping, caking or guying, herbnidc, maintenance during red asuddimhment pend, and replacemnlu. u Nydnegu quercif.U'Pa Wa' I Special Provisions 031100 2 EA Dellvery, eseevanun, installation, watering placing bxkfill centered. 19 OsWead'Hydrsngn, 36' Ht 9030. 1.08,A 90J0.1(g 5 IS EA mulching. wrapping seeking or guying, herbicide. mimemice during tb M Remove and Dispml orTra Special Pwisiocu 024119 2 EA estabhehment pend. and replacmenti 45 Ib dginia'Hmy aOancn' / Special Poraimen 055213 0 LP Delu,m, C....ati-.lnstalibnon, wmmmg placing herkfll materiel. 20 Navy, Gamma Swatsphe, 36' Ht 0th• 1.01, A 9030-Imi 11 EA mulching, wrapping. staking or guying herbicih. meineemnce during V aubl¢bmem pemd and replacms-es 47 V'bmmm�denucrvm Artowwd Spexial Norman 116800 1 Lq Delivery. ecen,m....iutallaeimn. wmmang Places,ackfill mmid be. 21 Vibm.m., W IR. 9030, IDEA 9930.1UgA-7 7 EA mean,,wrapping, staking or Sup,. Mebwiri nummers- deco., the a Baleaad Eumwak Special Ranmiau 312000 465 CY establishment min, and replace -s¢. 0 PaygrmdClub Spacial Provisions 033000 Zell LF Delivery, ea roti., Inclulimnor. watering placin, bscAll nourri R Tagus r media/Dense Yew, 36'Ht 030, LEE,A 91130.111 3 EA mulching,wrapping, sucking or guying, herbaide, mimensme coming the establishment pend. and rcplacemems. SI Deachullpsa.i,innm'Schoelmd / Special Psuyaiens 321916 367 SF Delivery, ce'e,Vvn, iuldboon, watenng placing backfill m¢rvl, 2)030. SeM1onlad Hair Gress, gal. IN,A 903141011 -AA 0 EA, emitting,wnppml, making or guying hehrcide,.,.a., closm,the 52 Play Surficein, EWF Special Pm Aderm 321816 0 CY nabtisbtnent Arid, and rcplaceci Elymm h,.I Batlebmsh Gran, l Delivery, emamr-, oriwmm�g, place, backfill marmal, N W 00, I.N. A 9110.105-A-10 37 EA, mWcang, worming, nuking or raring herbicide. m ca , during the 33 Reluinrs, Wall Special Pmwsiom (x4300 735 SF mablishmenr Arid. and rtylavcmrn¢. 5I Panimnvogervm Shnwrdmh'/ Spatial Pmsed. OOtlUO 12 EA Delivery, ncavamm,imucllui- wmm�g pari, bekfill us Cited. 25 Switch Grw,l Bel 9010, IM, 9030.10gA-11 M EA mWlial,. p,.c,. raking or l i,, herbecidc,..a, ma<dun, Or 56 Mulch Spatial P,ovaiam 329300 14 CY nabliaM1m-r mind, andC. rtplseenwatr. 11 Cal Peeuylvava Special pmvidom sm C3.0 1 LS Dethici extrication,Vtalliunn, watering piaci, backfill Vessel. 26 Sm*� 9030. I.N.A 9030.1ea-A-I2 239 EA Mulching. arranging. asking or guying herbicide. maintenance during the At. 1.1 Elaeiml Service Special Pmvuions Sec EI PM.0 I LS mabliabment mind, and replaam<mc. Ak 12 Allium urn'ticm'Smnmer Bmbey / Special Procedure Sec EL0.M.0 1 IS Delivery, calami-, innad ene. watering dater, outfit mserial, 37 Summer Beauty Globe Lily. WE Wi I.N.A 903(I -Mil 13 45 EA mulching, wrapping, staking or guying, hnbieids. menamuee during the Ak1A SM1eher Light Spread Trencherman Sm El.OF2.0 I F, mucblishmem mind, and rcplacemens, HITCHCOCI� DESI GROUP 22 E. (plirapd A9KMe Suiti DA NepeniB, 1.605/0 T 630.961.1767 hilchmckEnlgrigragl.lam PREPARED FOR Iowa City E-[0 S. Gigterl Street Mass CAy, thing 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Engineer/Elechical Etpineef Iowa City, laws 52245 T 319.354.3010 FILE® APR 2 3 201 City Clerk Iowa City, Iowa CONSTRUCT10N DOCUMENTATION APHI 2.2019 REVISIONS CHECKED BY DRAWN BY EFN ARH/JFB SHEET TITLE Plan Project Items SCALE IN FEET tl rep[!d NORTH Demeesessi. presculdna I ® G1.0 02010X, IiiWT Gram Delivery, excavation. mardlmion, craned,, pacing backfill menial, Zs Har-acemd Feta a-1 9030.1M.A 9030.105-A-14 ZO FA mulching. a^apping aakir, in ,n,. hetisCul,mim. diming me, eueblishment mined, ane repacmrn¢. Entyba ManophYla / Bi,-Imf Aum, Delivery. execration, inmallmion, wn<tiss, placing backfill mtmeL gg 4- mat 9030. I08,A 9034)-Hil -IS 33 EA muleWng.wrapping, staking or guying, herb,cide, meintenamu during the eetablisliment period, and replacments. Huntsx'GioumoaI Pleomin Lily, Whim. very, cont rMn, installation, watering, placing backfill material, 309030 lual , 1.08,A 0.10 9035-A46 26 Eulctin A wra m g, pping, acting or ,i., bchnede meininnuue during the establishment mined, ad replacements. P.tha mifith.I Bowman's Delivery, e -V mss, maabtion, wmnrsg, placing backfill unicameral, 31Rot 4•pa 9030. 10&A 9031E -198-A-17 32 EA muleang. wc.pprsg stating on guyrse, hist ire, maintenance dors, the mmbinhmem pined, and rephiso-¢. Rudbecka him l Black-eyed gush I Debery, caavatimV - winning, pacing burl material, ]2 a SM IN,A 9030.108 -A -I9 62 EA mulching, wcppmg, sinking re Vying. hecbrndr. mintemue during Ste mteblisbmme period, and rtplacem U Sastla 9914-Etalan and Sediment Camtral 33 Stabilized Comuuctim Es. 9010,1.08.0.1 9090-10801 1 LS Subyah stebil®tiea fable. N FilmSok, 9- die pilo, IN, D,1 9010.106.0.1 395 LF AnchmrinS snakes. 33 Fila Sancta, Removal 9010,1.(x, D,3 9010-108-0.2 395 LF geminate. ofthewenfrmabd gee ed offaue disposal of filter socks ad in'..1 ted mdimed Session 990 -Fenn x cludrsg pa¢. -mann emm¢. ofe.ite diamonderaa(m ament nrpa 36 Rmlosal o(Fmce 9060. I.Oa,E 9060.10// 1 L9 gun. goaN. rand bm..) and giant, and wnwcn, backfill renal an Pot Mks. Smtbp 11,819 •Cenatne Ila Si eery 37 Conn... Survey 11.010. IN,A 11,010-IOgA I IS The mets ifmmettin, Project Counsel'e., re -making. and ay additional outing rcqumted beyond the requirments of this rection. Sottlm IIAH-Mob0lmtion The lgm®m1 orpm0mel, equipmen, and supplien in me mr cel sire; the 31 Mobisatim 11.0201Alk A 11,020.10LA 1 LS mW01hma ofelfin. MJdmgs, rod other fncigtim ocesmry for by pmfim; and bondrs, pemia ad oder nminem inamd pita on who lien. Sweden 11,050 -Content. Wmh9m 39 Concerns Wisdom, 11,0110, IOS,A 11,050.10B -A-0 I LS Providing concmm-h. ontsinment Collection, ad diapoW. Special Psevaaa lams 0 Demolition ofBwl , Spacial govriom 024119 1 0 COST building comi inchici rune, roL intmoc, fomiogs, sob, mstA tap ofuGlitiq diapmlof..a off site, and baso II 41 Denmlimn of Rimini, Wall Spectral Pnvisiuu 034119 1 ISgemmas vNlompine, wchtthng mem, pntl. sets. disposed of mmiela Cuff era, and backfill u I.I. Penitence, Special Provisions 031100 2 EA Woven bra, minpoem- poActitnm1mm. mairmaanwe, ad nmoval 43 Tum Pmucti- Sprint pressure. 024119 12 BA Time pemecman f pear, man. mnimeaae, and rnaval M Remove and Dispml orTra Special Pwisiocu 024119 2 EA ,mor at of nn and stump 45 Hadmil Special Poraimen 055213 0 LP Pipe handrail w/ galvanized coach aeludag toting 0 Pay Smrco- Installation Special Pmidom 116800 1 IS Receive equipm-t supplied by m'mr and Visit ineldin, ayoL fcoings, ,uipm-t usmblr. and imWlation comtance 47 eOm Shlnwlatim Spexial Norman 116800 1 Lq gesent vquiprwnt supplied by owmr and imall iuleluding ayat fomivp, equipment a¢mbly. end Vtallauon Compliance a Baleaad Eumwak Special Ranmiau 312000 465 CY Oct site nmvati-and place-. 0 PaygrmdClub Spacial Provisions 033000 Zell LF Concrete tab. exmxtio¢ reit. supply mal mWlm-as idiestd 0 Pay Surfacing PR Spectral PrOrtsions 321816 is% SF Supply ed inmlasion ofnulubn ParBmud Pmeretia'e surfacing imM1cdrsg Compliance tenting w/ eggrega¢ bass, SI Pay Surfacing PEP whIclas Special Psuyaiens 321916 367 SF Supply and lnsml4tion ofnbb, Playground Protective surfacing Vend ig Compliance trader, w/onnmen base 52 Play Surficein, EWF Special Pm Aderm 321816 0 CY Supply and iroaHVmof..&uscredwodfiberpargmudprourni- surfacing including compliance testing Supply. engineering. ad installation of manufaamd mandin wall trilum 33 Reluinrs, Wall Special Pmwsiom (x4300 735 SF ice. subdncmge Pipe 5I Manufacmal Some Sat Spatial Pmsed. OOtlUO 12 EA Supply ad nomination afro-ufuaad ninming VEEP era SS im FmCatml Blacks, SpacPovaiom ial 01110 13M SY Double at biodegradable ami- anml cine for aetlbtg 56 Mulch Spatial P,ovaiam 329300 14 CY Double shrNded hodscurd mulch 11 gIVE Adjnsmm[ Special pmvidom sm C3.0 1 LS M. nm tljuamentu mdicred 38 Ps"Cond lett Special Povuimm See C30 2 FA 24' concrete catch burin as indicated At. 1.1 Elaeiml Service Special Pmvuions Sec EI PM.0 I LS Encr ical system -let imldhsg dlumments to Panel to Viscred Ak 12 Combat, R'mm, A Comaber Special Procedure Sec EL0.M.0 1 IS Cement, string. fiump. ad Cmnactwem munatd All 1.3 Pemman Light Spatial provaions sm EI.li 3 EA Site lidurg-lumn, Polon. fedngs, marinates, lamps. A local CmnatioN Ak1A SM1eher Light Spread Trencherman Sm El.OF2.0 I F, Central shelter light., including am Vice, amps, A last Caneatiom Ak 1.5 LEFT R ryMies Spial Provisions gse El,li 2 E, Durex recepli ran be pad within shelter -tach our' Ak 2.1 Animal Fonpnnr Smrmwsmm Special Pmyaian 321313 1 f5 Slump and acorn of fo"Joys m concrete paver, sections on idinmd HITCHCOCI� DESI GROUP 22 E. (plirapd A9KMe Suiti DA NepeniB, 1.605/0 T 630.961.1767 hilchmckEnlgrigragl.lam PREPARED FOR Iowa City E-[0 S. Gigterl Street Mass CAy, thing 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Engineer/Elechical Etpineef Iowa City, laws 52245 T 319.354.3010 FILE® APR 2 3 201 City Clerk Iowa City, Iowa CONSTRUCT10N DOCUMENTATION APHI 2.2019 REVISIONS CHECKED BY DRAWN BY EFN ARH/JFB SHEET TITLE Plan Project Items SCALE IN FEET tl rep[!d NORTH SHEET NUMBER ® G1.0 02010X, IiiWT Gram t W DmA Item Dampdm Refeaws Im Cad[I QTY Del laidmoalamcladd lmm Seaae •FirlYwmrk, Sulazde, ad Subba+e I I SUM11mn, 4" 2010, I.W,1 211161W-1-0 512 SV I Fumiahin,placing, mmprmng end trimming to the prayer grdc. 2 Togtiil.On-aim Mi ]Mi D,1 116I(ei li H] 1 CY 3 CkanngWGrubMdg m10.IN. C mI6109L0 1 fs RemovalaM dicioal ofail mauruls WPlacement ofbmkfill I. .has rota have area ..P 4atlra NN - 9MOrd. ab PaaaB dab Delivery, cxcmauon, imuallanon, coshing. placing batfill nmntal. 28 TrtaA mnvdm, fumalaing and Porcine bidding; and backfill malnial, 4 SubJdn,Dow WWI HDPE, 9• 4010, I whad tow, nd wool lncluded fic (whom specified), lled 10161 -0 " LP improactrinlength EA ofeebow, Mr., of Ilse pion iomwill bea meP length of pia m<nood. s Subdrai. Cleanout Type A-1, 9"40x, 1.W,C aM61WL0 EA Clernnm eating cover. cancer bare. and nnurchon fiumga 6 Subdmin Outat m Showing, 8" 4040, I.OB,D 4046108-0-0 1 2 PA Pipe,.1brink out coupling bends, and mdnt gouda fm pili 9 ivchn Soman MIO- Po th nd Carteret Cmerae Pavemeel Delivery, rsdavatimn imnllation. wanenne, placing harec manrid, Fwl mmmm8 beads or subbcat arde ldaub. baa and 1 Pavemmt PCC or MID. IM.A 7016IWA4 414.5 Sy re.faree t.,.in ceding, suHace curve ed Pavesnml pwotectan .tory fen ing, a < J heaCm, bosses for fir—, and cmblisM1nem resod. and repleccmrnta. Form x'GmrdP I Pla.a Lily, l pa, oomne teal., Delivery, oureaeion, inatallat wdedng, placing backfill control. 30 99 9030, I.W,A 9030,10&A-16 Final immunity d uncrade or surra - mlpaleub. ban and 9 Pavanmt PCC, 6• 7010,I08.A 101610&A-0 91.5 SY minmmemmu. joma and 9edln8. mdse "aye and pavemrntpmocon. erourcr mem penock and ocni cerm nu. Panrmmus infov.os I Bmlmant safely feame, concrete for rigid herders, res fo fixnres. and Delivery, cxcavedm, iwulldm, wanting, placing hickfill maaerid. 31 pvcmrnt smlumms uatlng. Settle. ]040-Pavemeal ReLbMmmn 9 pavmamt Remred 1010, LOS.H M4610&H-0 5".55 SV Sawing.bgatin,rem,rving and diaynin8 ofexidlg pavancm hod rtinfouin6 smote St<tle."to -grdMB nYbliahmem period and rtplacenat RWhr<ku hirta l Beek-eyM Stag) Reath ofrtt4d dfirm hit, delays me age; repaving nla ad w'mbn; 10 Hydraulic Seeding. Sero mg 0410.1.00.8 "1610008-0 023 AC Preparing me rewired: Amendment and plain, word. including anyarta. 6E Fmili erg, and Mulching EA mul<M1an6�wnpping mama orguyin au.acdw.6 the ryuiml; famishing ape placing fmllion ape mulch: and mmishing water mablahnga lured and rtp a mJ oma core during the care pence. modal mew ilcma —bad arparately Scatter 9030- Plant Material and Plammg See... Sox - Eh.b .ad Stile. wing ct.m1 AmelanWdaagrmdiBtn Ammmor 33 Sgdbi:: C shocdOn Enmae 9040, I. U. 0,1 9MQIOg-0-1 Ditime, a,cca, acted,'inctifictor. %atering. placing backfill inancred 11 Brilliena I'Auomm iana' 9010, I.W.A M3610&A4 2 EA mulching, wrapping youlking org:u 8 b b ido maintenancedunn9 LF $erviabmy, 8' HL U FilterSluks. Removal 9040, IN, D,3 904610&Q2 oabliahngnt paned and remacemrn¢ Cacti rarradeui,rP mnikrdbrd Draivm.i1c.-nam iwalladen wmmn, Pmr.g nark fin mal. 12 M91Y-trwk, e'HL 9030, I.W,A "W I0&A-0 2 EA mulching,wrapping siting or.YinP, hemui1ce inane! adoring tln oabli+hmena"ied. and replee'remor OfPoim chordal of mea (including P,,,, eaneme encasement Mpmb, )6 Rvlunl offiaxe 9x0, 1.00,E 90661 Deliveryexcavelain imea la nom wmarag, p g backfill mamnd. 13 Conus kauPa/ Kou. Dogwood, r HL 9p]0.IN, A "36100-A-0 J PA mWcion, wol in, rukin8 or guyie,I ih, maintenance during the numerical in pact Paola. aabliahmcm pmound, and rtplacemm Salon IIAIO- Conaroetlte Salve, CaWpa Ppeciom /Nmmav Caalpt lS 3] Conmucfion Survey IL 11.016108-A Delivery, eanvalion, imatallation lining, plain, backfill material, 14 LS "30. I.W,A 903610-A-0 3 EA mWchag, Pompton&Puking ring. herbicide, Pronounce during me w Parting Performed beyond me no warms of Otis wanner. aablimm<c period and tern¢. Societe 11,829-Mebpmtla. Delivery, eaca,nlirn' allaz un, welmn6.Phcing bankRll nuntl.t IS Nym rylvaem l Som Gum, B$ B 9000, I.W.A "3610&A-1 2 EA mulehine.waPopi ..wkinemguYinB, herbicide, maimemnce during tlg 11,02610&A 1 f5 cilitiecb me aablahmem F.M. builelms'.and .,her facilities nmary nmhhahncm M, and r plaremon. Carola lama Nikko' I Slmdg porion; and bendin, parent, add aha rap r—mounad pmru derac De I Locygri flinn.inallation, waning. placing bxkfill m+uaiil. 16 Deumda 24- FILL 0430. I.W.A 903(ficil 2 5 EA mWe g.wramingsWing or Swag, herbicide, —.or damn{ me 11,056100-A-0 I LS Providing concrete wamwmrcmtimarri . cRideion cud disposal. ishmnn penu,L ape lase rns. Forsythia x'GOM Tides' I Calder Tide 10 tern of BuiWaB Delivery, euavvlion, i®lallmtn, acd,umng, placing backfill national. 17 Forest M•HL Sall I.N,A W0 IN -A-3 9 mulching. wnppiMi making a guying, herbicide, maintenance during me cook rap auOlnSca, d posil ofnmendr tEPm, and bxkfill 41 Deed' Rca.ive WeD amblimmmt pm,u4 and Mi.... 024119 Hydmg. prnialm'Limelight' TM ILS Rmwve will mnglem, including sem. s rmat retain. doctrinal ofmatvidP m Delivery,—alice, maeuliatin, wanting. PWing hickfill mater, IS I Limelight Hydrangea, 36' HL 9010.LW.A 9036108• Ai 9 pA mulching, encrypting. Patting or garying bemicldc, imamemnec during me 031100 2 EA Wmm bag nope iyorc for red-Parabllmian. mainmmece. and nmwvd 43 Tea Praatim embliabmem prdM, and replacemenh, OM119 Ilydran8ca quearifola'Pm Wait' / EA Tree placed. teen Pat fmnn, malmaance, MI mmP x Rrnmvd and DiapvW ofTge Delivery, aavudon Laallason wanting, Placing backfill mound, 19 Oidell Hydraulic 36• Ht MI 1.W.A 9036108-A9 IS PA mulchm8. wmp1mic. rukin8 or g.,,a, homicide, aneicide cdonne mo 055213 40 LF Pipe handead col ylveataMf nh including forlinp a PI, Sho,mme bWledm rmblimmenl period and replanmme, Ise v'ugini.'Hemy's furca' / US Rcceive equ,p—t complied by owrgn and imall inductor, layout fominp. Behvery, exavazion imalunan, wrening, PI.., Metall material. M Hurry's Geri ve, M' Hi. "A 1.0&A WAb II EA mulching, wmming. makings guying. herhgid<. meimenmce during me I US Ila<iv<muipmem aupplied by owna and recall incmdeg Payout foutic tazmlisMgnu periM. and Tlace rime, Vmurn. h .I Armwwnd equipment a 11h. and imWlanine cmmpliaac a B.ImsM SanbwuPk folium, exca%2- imlalmion. warning. Pacing backfill maadal. 21 Vibumem, 36'HL 9030,1.09. "361W -A•7 7 EA mulching. wmpping.sukine co gaP Mbmide, meimenance during here WNMO m0 IF Comore rub, mmvmat ala, actively and imWldim as indicated M PI.y Snnficmg PP mmlishmmh pened, a ad replacements. 321816 SF Supply ad i.ulrman ofrubber paygmand Praecla sat ing irclWivg Delivery, acavmaon. installation, watering. placing badfill matetld, 22 Tax. xmedia /Deas Yew, 36-00 ,I.W.A 9006108 -A -g 3 EA mulching. wTeppin8. sacking or guying. hrrbaide, nomm<mncc dance ltr 321816 Wegp llation efruplayrouM pmtvt m Supply and imubba tecra<ae.clere, mublimcget i mod, and munccsmmer Drschampaa iapimu'ScbvWtl' / enplane,lotm8 col cone. P 52 Play Sou! mg EW Delivery, candor. innalmnon, walmne. Facing backfill material, 23 SCM1onand HilrGw.l ail. MDL0,A 9W61o8-A4 a EA mulching, wrapping. caking or guying. herbicide. moiatmence during the urfacng including compliance mat., supplY.eneineenng, 53 Rmiding Well aublsM1menl permit, and Tlacemmita Debvery, ecl., co n, imnllun, entering Placc berkfill material. WMO Elicitor hy.a/gallebmm Gem I BF and inaalladm of manemcercl reain.g wall Damn 24 PI. Mi 1.09,A 90 IMA -10 31 EA mWyhme.wrap,:,,. caking at guying. Peri maimence ed—,te Spoil ficimeriame pact 12 EA Sic dinaullaim ofer-manuMreainaneaeprysu- 55 euablishmml pm,vl. and rrnlacemene. Delcay. coca, anon atallauon wanermi, acini hadlefillrmrcnin Spacial Imanaiov Paouvm regionalSbwodah I 1304 SY Doublenra egreadable common .1 fabric for Perch, 56 U 9atmh Gym. 10, 9010.1.W.A 90NFI01-A-11 M PA mulching. wrappmg.okang or guying. herbicide. mdnlemnce during claw Madura Adjm Spmial Pmvisiaa Sol 1 LS Minor nm ich.,mml rind esablechmenh pcdmt and replazemma. Paylpoan Who Casap"iciat ./PanryMna Sm0.0 2 EA M• cat catch basin cosi ted Delivery, acnmion imallaaion coning, plains backfill manna! M ScaddF' P MM, I.W,A 90361W -A-12 U9 EA mulching, weappalt. Parking. guyin, herbicide, maintenance during to Conddit Winn,&Cumereemra Specal pm.;rimnt Sea EI.6E2.0 1 LS Cmdait wind, Intones. andmmecmn.' it.. rem blimmenl periM, and replacement,. Pdnmam Light Allium Ian8u6mm'S. Ball I Sec Eiii J EA Site Lighting according plea, flutings, luminava, &meal Melon Delivery, "election.imtdlifian watering, Placing backfill maulial, 2] Summer eemry Glop Lily, hum "30. I.N.A 9W610PA-U a EA mulching, wdame ropin, caking or guying, herbicide. mmadce during GH Rtaptdrs Special Provisio. Sac E1.6E2.0 2 EA Duplex ge<paela to he faded colon inciter n lch nuts swleblithmeat Period, and rtpluemrntt. GROW 22 E. CHcap Avenue Stile 200A Napenie, IL 6D540 T 630.961.1167 NtdlcackdeslgR9foupolan PREPARED FOR Iowa City 720 S. Ggbal Streel Iowa City, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Erlglrleerl Eledncal Engineer SNve-Hatlery laze dry, Iowa 52245 T 319.354,3040 FILE® APR 02 1019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION Aped 2.2019 REVISIONS CHECKED BY DRAWN BY EFH ARH/JFB SHEETTITLE Plan Project Items SCALE IN FEET n Owed NORTH I%veYMisrymwilobula/ ® G1.0 eiM9 HgaM Omm Gia Delivery, cxcmauon, imuallanon, coshing. placing batfill nmntal. 28 Hq*samad Fan 4' pa 9030. I.W.A WWW -A-14 M EA rmIehmg,wmppingaakin,mLd,ng. M1emicMe. maimmans dmng tlg ewblubmcmpri and replacements. a aophylm I BiP1nf Aaer. EuryNmv Delivery, rsdavatimn imnllation. wanenne, placing harec manrid, U 4•� 9030, I.W.A "36DI&A-15 33 EA mulching, wnppin&slaking or guying, herbicide, maintemm< Ronald the cmblisM1nem resod. and repleccmrnta. Form x'GmrdP I Pla.a Lily, l Delivery, oureaeion, inatallat wdedng, placing backfill control. 30 99 9030, I.W,A 9030,10&A-16 26 FA holdiing.wrapping. staking or guying, berbicide, matmaae during the erourcr mem penock and ocni cerm nu. Panrmmus infov.os I Bmlmant Delivery, cxcavedm, iwulldm, wanting, placing hickfill maaerid. 31 Rpa 4. pg 9030, I.W,A 9030 11 A-17 32 EA cul.bin&wm,,a, Park., or guying, habicNo mrimansrce nYbliahmem period and rtplacenat RWhr<ku hirta l Beek-eyM Stag) Delivery, race-on..".r, Cleat waamng,P backfill matni+l, M. 12 pl. "JO, I.M. 9aY3610bA-I8 6E EA mul<M1an6�wnpping mama orguyin au.acdw.6 the mablahnga lured and rtp a See... Sox - Eh.b .ad Stile. wing ct.m1 33 Sgdbi:: C shocdOn Enmae 9040, I. U. 0,1 9MQIOg-0-1 I LS Subgrde vetimt fabric. 34 FilmySak, 9•diu 9040, LW, D,1 9046 hall 395 LF nig sake. U FilterSluks. Removal 9040, IN, D,3 904610&Q2 l95 Rentouvinn ithe mfmsM1d Brodced oE-wnedapral dfaasocka and amumulsad aeAimmL -10 Satellite 1 8 mm OfPoim chordal of mea (including P,,,, eaneme encasement Mpmb, )6 Rvlunl offiaxe 9x0, 1.00,E 90661 1 IS {sten.grounds. and rallied wire) and placing and compacting backfill numerical in pact Paola. Salon IIAIO- Conaroetlte Salve, 3] Conmucfion Survey IL 11.016108-A 1 LS llae cora ofrtsminBP jencomol poina,nsWdng. and any addinoml ,LW,A Parting Performed beyond me no warms of Otis wanner. Societe 11,829-Mebpmtla. The mgmaaof persmm<I. <gtipment and arpplin ted t e pmjcctare; he Mabif 11.020108.A 11,02610&A 1 f5 cilitiecb me aablahmem F.M. builelms'.and .,her facilities nmary porion; and bendin, parent, add aha rap r—mounad pmru derac Sweden 11,804 -Centres 3Y.hxl 39 Co. Washout 11,050, 1.W,A 11,056100-A-0 I LS Providing concrete wamwmrcmtimarri . cRideion cud disposal. BpaW Pmvmb alw 10 tern of BuiWaB vdw Mi 19 1 SS � cbuilding camp) ,include, flame. roof, coma. fao0d8a Wb. cook rap auOlnSca, d posil ofnmendr tEPm, and bxkfill 41 Deed' Rca.ive WeD ovaiaa 024119 1 ILS Rmwve will mnglem, including sem. s rmat retain. doctrinal ofmatvidP oRdu.and backfill 42 Iola Pmmctim visioe 031100 2 EA Wmm bag nope iyorc for red-Parabllmian. mainmmece. and nmwvd 43 Tea Praatim vaio. OM119 12 EA Tree placed. teen Pat fmnn, malmaance, MI mmP x Rrnmvd and DiapvW ofTge vinnot I OU119 2 EA Removd of. andsporp 43 Handrail ovaie. 055213 40 LF Pipe handead col ylveataMf nh including forlinp a PI, Sho,mme bWledm Spacial1163M 1 US Rcceive equ,p—t complied by owrgn and imall inductor, layout fominp. rgcpment rsgmblY, and calculation compliance 47 Shelter lmalaum visima I US Ila<iv<muipmem aupplied by owna and recall incmdeg Payout foutic equipment a 11h. and imWlanine cmmpliaac a B.ImsM SanbwuPk Spatial Prtvisima 312000 465 Cl' I On sig ocavadm and placement a paygmnH Cub Special Revision WNMO m0 IF Comore rub, mmvmat ala, actively and imWldim as indicated M PI.y Snnficmg PP Special Revisiome 321816 SF Supply ad i.ulrman ofrubber paygmand Praecla sat ing irclWivg mmplamcc arom8 wt Modest- huge 51 Pay Surfacing PH Wallace Special Pevisiom 321816 Wegp llation efruplayrouM pmtvt m Supply and imubba tecra<ae.clere, enplane,lotm8 col cone. P 52 Play Sou! mg EW Special Pmvaalma 321916 81 Nial Supply and tnstallntinn ofmglnrtred wood fiber playground protective urfacng including compliance mat., supplY.eneineenng, 53 Rmiding Well Spinal Revisions WMO 735 BF and inaalladm of manemcercl reain.g wall Damn ubdonol, Pape M Manuacmud Shoe Sap Spoil ficimeriame pact 12 EA Sic dinaullaim ofer-manuMreainaneaeprysu- 55 Fore. Canvol BM, Spacial Imanaiov 031100 1304 SY Doublenra egreadable common .1 fabric for Perch, 56 Murch Slat Fmvisiom 32 rM0 14 CY Double chmlded dwoad mulch S7 Madura Adjm Spmial Pmvisiaa Sol 1 LS Minor nm ich.,mml rind 58 Paylpoan Who Spec PmvaimP Sm0.0 2 EA M• cat catch basin cosi ted A&1.1 Ebpiml Sella Special Rmeace. Sm E1.0i 1 SS Electrical ryatrm service including-smnumpaal.im&Ntd AN. 1.2 Conddit Winn,&Cumereemra Specal pm.;rimnt Sea EI.6E2.0 1 LS Cmdait wind, Intones. andmmecmn.' it.. AN. 1.3 Pdnmam Light Specie Pmvaiw Sec Eiii J EA Site Lighting according plea, flutings, luminava, &meal Melon ALL IA Shelter Light Sinal Pmvaio. ge giecao I EA Camil shelter lighting including luminaire. lamps, Arora All. 1.5 GH Rtaptdrs Special Provisio. Sac E1.6E2.0 2 EA Duplex ge<paela to he faded colon inciter n lch nuts ALL 2.1 Adoral Foohpnm Sampwiuia Special Pmvaiam 1321313 1 iUe iStang and suer of fmupiume, cnncrtte pavan, aeniom asi GROW 22 E. CHcap Avenue Stile 200A Napenie, IL 6D540 T 630.961.1167 NtdlcackdeslgR9foupolan PREPARED FOR Iowa City 720 S. Ggbal Streel Iowa City, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Erlglrleerl Eledncal Engineer SNve-Hatlery laze dry, Iowa 52245 T 319.354,3040 FILE® APR 02 1019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION Aped 2.2019 REVISIONS CHECKED BY DRAWN BY EFH ARH/JFB SHEETTITLE Plan Project Items SCALE IN FEET n Owed NORTH SHEETNUMBER ® G1.0 eiM9 HgaM Omm Gia J ris \ // am wn FP -5m FP -S FP -500 -FP -UI)_ FP-5a0._FP_Sap—FF SWC / /•• FP -5m ,e g-`FP_501- i \ri, as w( - .Wn w« lit r / w sr / —en - «,.)us ee.e VIA a. an i N�_ _ oota4� — 1ml-ai— a-- novae— oa e,s *ane— « ass: — _� .10, — \ _ — xah _ — — \ _yY� — — — — — — I \fit, �\\ dam" II _ — 'T It it I nes' x xmm O \ \ axi —0 I Ali "bC "•ems Ix Ab "e• — -- \ \ \ \\ \ \\\\ \\ \\ \ W \ �\ \"«,.e Limits of construction . Any disturbance Beyond this to be hastorecl to existing condecos LEGEND unLlnuas ,•a,ne esGam+ E emm.. L-- wseN -T- UTILITY T UTILITY NOTE �wc.nwsor,nun,,.w.sm� asR.xa wnaw«,w .wso.worrao xns LEGEND LEGEND w.xemx GENERAL s,tE NAvem esoerw ® emtmmv:me Oo® unme Q oema,N.am T svuuraesra� ® owaurem 0 eau• —e,— rrw,vma -m- N,mwmnaw LEGEND unLlnuas ,•a,ne esGam+ E emm.. L-- wseN -T- UTILITY T UTILITY NOTE �wc.nwsor,nun,,.w.sm� asR.xa wnaw«,w .wso.worrao xns LEGEND IRILTES w.xemx newnsx 0 JansioT m vtntrrae e2o1e Hvtl D,e-v as w 0 smq ® WIMVE,eIME 0 ecc,w.Nmee m «ermwwne m ,a®,�••N.a.� m ,erraermerr • mteewm.mw o ® weaea a Ne Nm• HITCHCOCK DISIGK GROUP 22 E. Chicago Avenue Sule 200A Naperville, IL 60540 T 630.961.1767 N &M04NlyngnAgt.— PREPARED FOR Iowa City 230 S. Gilbert Sbmt Iowa City, loose 52210 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Engineer/ Electrical Engineer Shive-Hettery lave City. Iowa 52265 T 319.354.3010 F.�® APR 02 2019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION April 2, 2019 REVISIONS CHECKED BY DRAWN BY EFH ARH I JFB SHEET TITLE Existing Conditions Plan SCALE IN FEET 1'=20 0' 10' 20' 60' NORTH SHEET NUMBER L1.0 e2o1e Hvtl D,e-v ppallW1 dd— ogrdf� of Wide— Qt-dd` / � 40,141,/ \ alas-d!� 0 Wt-df� W1"df� `�� df� am'dd— p9l'df-- On-a—W4'df_ O f {w}N\ $ \ `l'a^ / / —FR,A9 —FPdW —FI'L09 —f➢�a —FPfiW �Fp�Og � FP61q _Faed, _Fl Fpm gill 1 111 I ' �,�,��>;;,/,... ,moi• �� na«.1e— _ .e Remove antl dispose of asPhap paving and bele coons I\I Remove and dispose of beltiming well typall,. _an � \ y all I all \ w\ red.\ �`��n�� `� \\\\ \�„dw Al 4asUd.— 'lit -wan SITE PREPARATION AND REMOVALS NOTES t Goran« than inanll tree prpmalpn ranting as mown on l,.,ertpmrnee9.nhg.M eeenu,nanese;u,ttm. • pmtBcum ror,une as need. eum,g «>Irers nr wnseuc.on F Smago or mam,als..enmla, access. eM all olner .xua Pat— ens «be noare,.mrev wdn,eeeaw�m.n me nm�t, dr • I plamnrd,ca,e senaaupcaten ane ulmit or removmt. Coniraoonnau we— renw.abs ony as necessary her ✓slamd poposad impnoe rr nts. be aeaNn501 payment, vnn be made for removal, or restomeon mr nsunee to [vend.[, III re — III I I enwn and spentba. RB1erb Leyat Plan for mw88pMMC lnrwmasM bar her! PONwd don, baeola BN vanty xneulone In ma nate pe« n pedormlrs removals. 3 Sawal andemeve eanc'Me{wing m,mW/YN sena s eiralee. of eb. o,rs to Le appmvea P'a' n aaw,Llarp. I <a NI vw ab res.„aa rw—a mvns n eeHJI«ee N IM ata una eon or that ramdaao rev hem. 22 E. Chicago Avenue a Ion, ve p, shall tic g,«.a to a memm.m a.«n a 1S Suite 200A \ belowa%en, araee or at re9uir er n rental P,Idwm Iti Naperville, IL 60540 .w. An reoldne, Id as aI I. or ersi,a«pra on T 690.961.1787 l ars I A� no 111 ,p orwnwne,e Planers heehitehcoekdesigngrpup.mm / eesignalee. Refer to Planting Plan M ends of pmoneraf IInIov'lmpro.,runis where vetiver pwmm PREPARED FOR I as are propae, in e.ls«s Plead «dee, ,ena.eanbaa.—hoal Iowa City I. aamore alwnne.e eas,9na,ea r«removalmen.nl renwm mrsoner— em,.mewo Is-. n..a. Can lone: ot.ny ee ng.Mmgro.nd cold,, t and every and q,u At launral It wt It base 22O S. GilEen Street I hems a erane n, vemmal shah �newe compeemove re rbred Cay. Iowa 52240 a aho.a Inde nam and dnow voles aapornnces 'I-naauo.,. In ml wnr,. sps, elclmdumng earboeel PROJECT ontite ramw,ns "Ibo W weed aM mood e,.mass d.—sn,ndwneo'he"low City Park 9. 1 red ea as w and Sio egs an II nae cv.M brobereho. nae, 'L andt g ofhe F tuueme, Co c II tl rl s Wcll . Pll in $eluate .� venture l ,now thepl. e� IIh w loo o- Playground m .ret a tsna ae o„ m",sr. ktor.. drool d1n Y -9 load« naw,et eama9ee e„ „¢ w 200 Park Road W ongna rend ma onra,t to me (Nmtt ir..naeet«ntp llelerormannnn9e.el"e 9> a Iowa City, Iowa 52246 rdlkto—1, samra,. la—, our, mnslrucl fines dmerwiw ina—bod in ese contra. Ixr.mma. CONSULTANTS — Coordinate, diaconned, 12. co Vll man cberamae all even mp.blk sieaealk Civil Engineer/EIIMricel Engineer and abandon per local remand open manra se tnocnssm or o. Shiva-Hadery Wl9y cotle requirements Iowa City, flavor 52245 1aRaler ad WW enda okel q.m W wmtionobar, T319.3%.3040 wiaeent w remewe. 1d.R«. nwadnwmrn Noadaiudoa <«nindw. wwme Remove and dispose of am law. to paving and SITE PREPARATION AND REMOVALS LEGEND ae course five Panels sto/thu point 'ol Rea.°mc°n roadie Q R«ter«•lyewmatww L �L Ra antl tlispou of prrnwll aeprme Patent ,q vw of fy��l] tlOn ® VB«IaOe. RFMve a,ndrade mtlWlaa Re a and dispose of Boner paving and --a rrdeven d dlapae. 1.111.r. arra APR 0 2 2019 base tie nuaanon. Removeve Lal dispose of concrete all a—,...aaileaverera« and, City Clerk � Remove a dispose IN retaining end and main , Iowa City. Iowa $ link fendng rre. P,wn]nn Fwro Remove arrd d pose of Iding and fou dation, iII�Pdr nemnl»,etonw CONSTRUCTION DOCUMENTATION 8 yy Apdf 2, 2019 (XI nem w be mortise REVISIONS LL\ X.x wen In he nmoeea CHECKEDBV DRAWN BY EFH ARM /JFB SHEETTITLE Site Preparation \ and Removals Plan SCALE IN FEET MOOMP- I'll 0' to W ST NORTH SHEET NUMBER ® L2.0 9X,19 Xtlpc ADospn Group HITCHCOCH GROW 63495 wzx de, _ _ _ _ ..... _-._ .sax ==•e nir§�`" __ - - -- - _ '"��.._ - � -� � \ � LL -aw dean ; - - - _ _ \ _ T `\ �y E� _ E- -\ 22 E. Chicago Avenue Suite 200A Naperville, IL 6054f T 630.961.1787 c n oe Ntchcxkdesigngroup.con `e$w 653..tU Cenmbe stomps- De«, sae PREPARED FOR m- - - - - - - - - _e_ yg- epeld9m11«u -O - �C f , Iowa City Concrete stam4" -12"S N-- _ _ kve 1• f — -rr sAi� {-- -- —__ _ AN MH lacary Iowa 5224a _ I LAYOUT NOTES_ — _ _ —� _ �— _ I� PROJECT t. edmwnrmnepmdtlabsol gerommarew 5�`�(, 10 - 1 .,/ Y im Admd1nlc Odltlaeso19ADfo-LmrmamionEe 5 _ -- —_ g0Me0e uPon repuMln AumCAO b,mat NB atl6f0nq _ S lee �aeaan - no rarmam w be made bar adusm,anm nam:san to madded _ - — — — --- SSS y — � — — v � OXY anti place epoxy Lio n CIt Park me atm as dawn -, �1' Cort«ste stamps-Sgtd ra, see - ��,ll.� �WJ'e - ` _ $ watetl rebdr at al .8 I ceWamrnepanauemmmnaR.1aonmmeIdeato n -- -. 'F\\�- - _ t /i - ` ` ass- - _nssp�oficaitbns� _ _ �a \ �e \` - \�sfin9 I \ \ Adventure eppmvg0la layout;rEr4WnenmedM been e0 I mnmmnanNNdinnna�anta.eem�amm q Playground wuMlrmnswaaalnm,ausrwaam pre.lwwa br - -_ _ < _ s - __ - _ I �\ ` as°ox acts Owm9 RaMsenbera a� � � e LSO�I BStia a Cmmand.r, Nmdtlemma annand layoelambes made by mad — O ' = '" _ x - a. \ \ \ 200 Palk Road wwWdBn No adJlona payment vi be made m re J pace Co�eteswmPs-RabNl see _ b tnau - - IayxmamFea ° ' 2 \ L Iowa City, Iowa 52246 apedficall«te say s< a.Rede.ekes at YaebmparomuM .nater, aadeaerrzb a int \ .esaai \ _- '� fieton center song mmeane ma 0amways for read+ by - ° - N CONSULTANTS me orders Reprosemar.e odor m earmwam upe,aeuna - 450 � � x66 t .._ rsg 1�� \ ._- - /-�C. _" R11-we5, - - esz-- \ 1 Civil Engineer/EkcfScel Engineer 5 Mwsa are amanaonedm Rem coded cede avrem,ea - LSO - Beach, lyp i \ u1 -.. \ - -_ -65a" - _' SM1vana5ZNry mmd < Sgtirta •Story tlrtle/ Lig Iowa C9 a M amensons. madamr w ft. Sea clan udw -- \ - Setting Area - rlgneered Wood Flber y, ry.lowa52245 \ 7319.354.3090 a..- noted _ i May 1. M..a and mot b be N. aM nd segmented. TranEltl«I yeat -FILED a commoner mpmanared- srdsum rrmamelm. ,m-- brlage a,¢wnere redox pon6 are cot aaesytla a .4.... a. u1ne.11ma cmde.uepaMes 1 No aanaf \ I y4 t- Y n0. a wmanat am amnia. madeenday m me mamacL No \ < aedroda Payaw.aaxmace par ma wont Concrete stamps Deer; y • \II �',^ w< l nci�f$`�ampa• _ taContemem mapw.aem mkm darery aswMn andrnuaa awificsitone °� — — \ `p"' -_ _ M mete... aM o...n,. pOrmmuhemme.1moeu3ms ^� 1 ;' l I SRYtef ti9 agYlgal [e8119 APR 2 3 2119 \ 11. Ram contra and expand- join. as slwww on pure and In. Into etlstlng walk eater. par s wee, ways was, at. urd vmoie. Baas_ 7 / AMrigidee Knit. (� (� W nerepnbwnaanoem gamconeapm.amaambma t _ t_v / N as \ \ verify nits infi d l� City Cl2f1( a toraetonwater. expanded jaamaMbeNwn! s - Iowa City, Iowa ..peed peu2 -Beate ,Cmhaam zrr mandanuxme.reeunmenbwmno.y wrreXrpnoueezo�Jw br o,"atbewaiterunarm Med Aeust gang d harder wan andargacetpww \ \ u needed toamammcewe pay eeup.m.M zdms � �`\�. 11Cmbamdrm PolMewnemsmmi vanumalnm.d mar Adams �w I \ \ ` LL\ CONSTRUCTION DOCUMENTATION gergroum eacregs and over reWgng ora m emare a� % p \ i.s\ _ 1 I _ _ Apd12. 2019 admaje.,ysewerXeaadw am deem obwn own.rs v ? _ _ - "' epprora poor rolnsbaaron nAa L5 \ \ a1 ? . \ \ I..eazn I -- __ _ REMSIONS I0.U,eulotgaY wade. dada he.enr.din dad hYlaMeopa \ `- eH Ceywn F.rundnn `�` a � \ \ j h• \ � O \ \ {eek r � _ \ 1 �� aMbtt w/o dOW¢I Where- L50 -� tiflefurovpearnroneronddrana wnartns.stanard. \ �Y _ concrelepavingmeals and pato walls and curb. tYp. LAYOUT LEGEND / ^^ Stan Hawkf-1m'« e.�) _g Ltwkdla Raza (use ulrleT Canom.>adrq _a 'e- Concede stamps -Hawk ssa _ - j \ \ \ _ ` \ ` _ CHECKEDBY DRAWN BY -sgatifi®t«a i-�\i-� v AvW \ v EFH ARH/JFB \ - RaY SurMrlg'Filgr.ered Wood fiber rd"e \ \ _ - \ \ _ ' _085-_ Layoutand \ _ Ray Sulatlq-RP Concrete staOrr day,plfaar•Ote..�.a\ -C- / Materials Plan.m \ e10e Aon Rasuteirp- Rpmfgrge.ew anos . lareesurmal sa rerfenernee poetry llevd. of tlewY) �4 may_ SCALE IN FEET �ban- \ \ \ _ _ _-'QdYae\ \ \ \ �\ \ \ I� \ \ \ \ \ \ \ \ \ _ Lsa \ -,tea— _ Pa10 Site I gSea _ \ems 0' S 0' 1 30• dectdcad al pi. plans. \ -ve,-,-a- 6 _ NORTH SHEET NUMBER � \ � � �_ �\\\\ \ \ _\� \ \\ \ � \\ \ \ \ a - \decode L3.0 -/(�\ _pd, — - \ \ \ 11.m\ \ \\\ \ \ \ \\\ Lsa ` ® V . O e _ al al __ra_ \\ 'u 634:95 10 we Mor.\ \ / t 2. Cmund held_. +w0 _ _ _ � _ _ t g I...49ia' _ _ a\ �-. _ — `__++!»M \• � -- as a 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1767 hitchmckdesigngroup.min `m'653Comate abmps- Dear. ses - -. -n e ° - _ ' PREPARED FOR : .:50 °p .rzel a o --_ -_a c us.m Nzu o Conaeb camp - CMIE.aam Iowa City �re I ,eA _ ".sAW_1 --til 220 S. Gilbert Street ..'a )" - —�� { 1 - Iowa ciN, lova 52240 a a - - - �- \----- j4' SAN MH LAYOUT NOTES S' _ - 1. Cmwada ro dere mr Held layNl 4Nl new �— — S — — ...- -F`.(— "`°stw .. — _ tp — __ _ = G PROJECT MPo b. Ogimlfilno ,tworamcinbrmati Z.11. /i - .� — — p,m'Ime upon request in ANOCAn mm,4. NPaWIWn.I _ ' L6.0 — 1 City Park wrmrt win l»meaeroraaiusonams naceasa,ymwn¢Aue �`: --- erne+ - DMI and Place epmry �o s9 � ......carman. T Goodale stamps -Squirrel, see "' ° _asw9s p� v 4 >v missed rebar at all I 8 q4 oda pmmerem wAnarewanmaAarmobmin _ _ T\V� — — _ .��°^� _ �a ea n, g Adventure ropme / AI additional 6xnay a9Pwill sea Pto - - f9' • \ _ wspirt N MatlonalpaymanlmlllNm°oyal by - _ i \ wanaw,awdee nwneNywitlwutPre�roPreaalby 9\ z— — _ \ ; _ a a _ .__ a\ �, \ a l daze Playground Owren aeprermaMe. _ � _ _ � O � — �v\ �, \ . ` e ° SS 3. Cpntr Mreepmeldem maintain all seem¢18kes Nano .", o_a = ee\ _ Am - 200 Park Road i.. Neaaeonalpsym4awnbaeWaronpw. C stamps -Rabbit, Iowa City, Iowa 52246needs Wn SpepLICfiROn9 i. Ple[88bk9s 9111m1b 0t 4 �l ` \ 3n4a lT p YywM thpion and a .n 25 ` D realwwmar eronA wmmrAu o, en pamweys for view ey - u IS.e '` '. a• tau \ CONSULTANTS me own.raaroNrnmuw pnproeMhwpn apanl'mu rE ..- _ _ \ 1 Civil ErgirNer/FJerbicel Engirreer s. Alvnikamamanvm WFewWWanuniomc own - _V \ art _ z �v -_ __ Shive-Hattery amen _ Still'Story' Clmle I mo Sa"�' Nn' loo \ Iowa C' Iowa 52245 _Ineeretl Woad Fiber M• y ° _ Seating Area .. \ z 93 T 319.356.3040 s. Addimensionsmaawar�mam eackdCam - _ - _Baa\ s '^1 / -- -- --aero--. -Z_ i, Z \ os'o ,B•depth omenar amen _ `„ Thanalfican ).aane¢wreanrobe.mwro dna nm rPnrtr. aaz.w _- I _ \ way's.�;, 8 9. Dentradmar to preedy leroulnkw awry 10 aelmmmum for head ai whom hoped Mira are net ameaa\ d � • \ ' •• eso i 9. com Ma tl Uk 4 tl ma ,ep tract n ;. worn t e n n11 W- e t work wnbaa. No \ �- - - `•" ' rxxrs�escamps- � i 1 aaeimnalrymenbewilll»made for ma won. Goodale stamps -Deed, sPeC16caRons ag so hips SWPJ-- ,o.cww m add el male a t ,y a eve-ne a. \ w \ alta t aro loom r oreanam rbu llcaa -- - dLam"t l ter k9 Ipans n t l t I e. waneanid N ¢n wardsadd!_ Pe6 \ I\ I \ Tie Into axhtfie walk 'ergs_ deem r Aar as II rex a me Fmum -p \ \ \ vnlh ngtd be (%nl, cove w m nd ¢own plow wnwli4nmemaamam PIP Landaut� ..\ verify limits in field 1, r0 me 1 cion slob end CeMwnell _-asa\ 6 _ a' .� xr) so. rout, 8p0 Carl \ I p 13.C�� WA 'tel uhe no ll dove... ademanwryMln a, \ \ ��`�� /�-Rt -upi l+ noted.Apiltimplarairmindrymorra,baMloraajawMpan,q r weaaa to accommodate play ethrment fall mored. \ \ \ 1 taco in. m panda amare'mn rwer is lowtr err ave°' \ ` _ \.m >v Nay rdi lw(m9 ane over Nmlnop-111. enema -al - \ \ , \ \ _ Meyuab ¢m,m rwardaeranw end aepM. Oland 0whor. 3 _ - eppmvalparto installation. I W`. \ \ \ ` \ \\\ _ \ \ •'x962.99 u ad fa maw¢hall mvwsae ornate land— - _ \ I _ _ a _ — gag. � - a S�, _ cont al man 'LeYMn P Yr M' Fe A Ra - - 1 2 .♦ L A ,V "'p MaacL who dowel where laaere,m¢Irwmaaon¢m Neimnm wnalmna, m.ne.ma � �k -_ concrete Paving meets — \ \ \ � and noir. - walls and cum typ LAYOUT LEGEND / Slam Hawk'_ya d \ \ \ — \ �� Eag Ookdul Plaza(use gqulmN — \ \ - —aha_ • bpansw mat \ \ .\�r�[o queGryF \ to dem `\\\ \\\` _ Daae, Cancrat0 stamps Hal sea era sol, elera- ODnaPevag speciemItems -��. •. \ USA \ \ P4YSwladm-EmineerNWwai,bar \ <a9. \ \ ] v A V A \zanr A _ A\ A v /- o\\\\ \\ \ Pier svrredm-PIP .eeo,n \ \ \ \ \ �pengfptlons'�s-Doer, —Qr' _ \ \ _ - — _ _ \ \ \ \ \ \ \ \ \ �\ Stan Ottef Sl de Run '5u/ veer sunacros-PIPw Canmml3ra (use equ nal as rete ence to �\ \ \ l( quality/level. oildetail) U4 th'i Wall \ 99r Slee light. plan See electrical plans_ A a a 9 0. w L5 ` \wwha� \ \ \ \ \ APR 0 2 1019 City Clerk fovea City, Iowa CONSTRUCTION DOCUMENTATION April 2, 2015 REVISIONS S CHECKED BY DRAWN BY EFH ARM /JFS SHEET TITLE Layout and Materials Plan SCALE INFEET P=10' 0' 5' 10' 30' NORTH SHEET NUMBER Ad hk NPF /J epos Iftene n, phase arwp 5'.95...L on as mi le's .. \ u.- _ _ 6ae ' / Seed Iii Np. - -_ - _ _ _ 5 - - - - 22 E ChicaSo Avenue uite 200A mac+.---'-- - .. _. .. lir 664- �!Fti.. � _. Naperville, IL 60540 8 1 f `\ `s `I sigrag 61.1767 hitchadcdesigngroup.com 7-7 PREPARED FOR .;_.� 1TI a —.— Iowa City 22o S. Giieen street \ \ . n. _�� __-i- - Iowa City, Iowa 52248 �wi 655.02 _ SS t{- _ _ _ \ \ � T - � j�h( — G. '--{ - --._7 --< _ SAN 1 PROJECT Cit Adventure Park -- ✓✓✓VVV VVV,, -- -- � ste ---.�,___ - -_ PLANTING NOTES �. aY9 ro g und t, seen Were line w ll %snnere. sees m lmisofgn ,w aM - - - __ J o - \ { Z �r \ " \ 200 Park Road diee.nanPo, conlrenmr re,ponuNe forreamremnawy _ °.g,. u3 7 ,`,7ssa, \ I _ \ wwmprreeaalsnipaoepwa.anes"Wid.on¢wala, �P-x - j, - // vi \ r Iowa Clty, Iowa 52246 :�-.. a. convador reapwalere,a eraafw wno-d'n el eeeaW areae /ti ' ` �. n - - - _ �- _ CONSULTANTS ]. nee multi ma¢In mrtarea sroadl wryaa. -- ` Civil Engineer/Eleofncal Engineer Cmnsovr Nee provide a mukM1 mq C Il e,son, — Y s' T - •�"' _ PM -1t `�-/ _ \ __ \ .ase _ Shiva-Hattery ee,¢xitnnNelmtawwk. Rxmvea rg0ress irem -�` I xsess _ \ �� \\ Iowa City�lowa 52245 ammee mulm.d eM %mW bq i Neave. \ - _ - i"' - T319.354.3010 4. aeEline¢snla..owiemlbemnmum EepP M]b tires - �' �' • - \ ATS -1 gena. CurveObedfnesareb :F[av — I unb5i alieMse sNwm on Me \ C \\ \ ue,mwm end na eeamenmd ` - H - - r pe b \ / s. Donanwie planm.an n+oaudnr,a.wa.. orwo,m s' .. �. ]-1MD - µ. $ - I,oriza,lalgof.Merg,wMutil Im,e ubss, omem.+ae \ .areas \ \\ _ �_._+ �� .. on le. plena. ConwH MN lanai NNileptl \ _-�.- 3] CPE -NpP / Me»wMm,na ekel. l ,Mi,,l g •. \ 6. %en6 a,M mNa matflelna 9 entified O \ \ \ 0 PSH 10 -AIS aow, \. pg3- 1a-RIIN onwme,enwa He Owner s'.so senrtes \ 6tl oMY. CAn6,m aM lnibll ¢uflkl le 6. mgae Me \ _ \ ,0 -OEC \ }.. III AP neEeisil �mam,ielsregd%Pomp) will lCa \ _ P RUX-15 / / a'aW o\ II O (1 ZUl9 end W,aTIM. _ - vfteF %v .1 T. RefmWs ,.w6onsfor WditoreIwMiUs.sW ms C-\ �_� xa i1 4-F(i! DEC -1T \ „� wdwre, \ _ \ \ I City Clerk �_-� �� v v I Iowa Ci Y, Iowa I - t PLANTING LEGEND - _ \ '\ >% Ess ;"� � � ase " _ f O SIWe T..,YWr I See iew ror lrewledm. spin. CONSTRUCTION DOCUMENTATION Apill 2,2019 \ CPE s, a�aa ;/ REVISIONS Oman,nW T,ee. l'FIOL \ ,%a - 4 /. _ -M1 1 Sew,s= r, awamn. {jam' ee— See debt far'wlapedm. � � NH -6 -+N \ \ //yyrtrt OOS denial m¢masm,. ®® wean nbl,G undwver and A -mi, NAiml. \ �f>,7220 Sen, mr-n¢beallpn. D \ate\ - - _ J _ \ 11 w- _ = • CHECKED SV DRAWN BY Tun seed 6r`, xwsm EFH ARHIJFB - \ \ - SHEETTITLE era \ `\ \ \\\ \\ -sn'- \ Planting Plan \Q \ \ -see- SCALE IN FEET Pae_ _ 0' 5' 10' 38' \er.� NORTH SHEET NUMBER — — —- _ \\\ \ \\\ \\\\\ \\\ OW19HiV1mADFyOn Cmup PLANT SCHEDULE ORNAMENTAL TREES BOTANICAL NAME / COMMON NAME ICONT I CALIPER rWEIGHT QTY AMA Amelanchierx grandiflora'Autumn Brilliance /'Autumn Brilliance' Serviceberry B & B 8 FT 2 CCD Cercis canadensis / Eastern Redbud Multi -trunk B & B 8 FT 2 COK Comus kousa / Kousa Dogwood B & B 8 FT 3 SHADE TREES BOTANICAL NAME / COMMON NAME CONT CALIPER HEIGHT QTY CSP Catalpa speciosa / Northern Catalpa B & B 2.5 3 NSY Nyasa sylvatica / Sour Gum B & B 2.5 2 DECIDUOUS SHRUBS BOTANICAL NAME / COMMON NAME CONT SPACING SIZE QTY DGN Deutzia gracilis 'Nikko' / Slender Deutzia - 24" H 5 FGT Forsythia x'Gold Tides'/ Golden Tide Forsythia 24" H 9 HYL Hydrangea paniculata'Limelight- TM / Limelight Hydrangea - 36" H 9 HOP Hydrangea quercifolia'Pee Wee' / Oakleaf Hydrangea 36" H 15 IVH Itea virginica'Henry's Garnet'/ Henry's Garnet Sweetspire - 36" H 11 VIDE Viburnum dentatum / Viburnum 136-H 1 7 EVERGREEN SHRUBS BOTANICAL NAME / COMMON NAME ICONT ISPACING I SIZE I QTY TMD Taxus x media / Dense Yew 1 136- H 1 3 ORNAMENTAL GRASSES BOTANICAL NAME / COMMON NAME CONT SPACING SIZE QTY DEC Deschampsia cespitosa 'Schottland' / Schottland Hair Grass 1 gal 49 EHY Elymus hystrix / Bottlebrush Grass 1 gal 37 PSH Panicum virgatum'Shenandoah' / Switch Grass 1 gal 24 GROUND COVERS BOTANICAL NAME / COMMON NAME ICONT I SPACING SIZE SPACING QTY CPE Carex pensylvanica / Pennsylvania Sedge 4"pot I 10" o.c. 259 PERENNIALS BOTANICAL NAME / COMMON NAME CONT SPACING SIZE SPACING QTY ATS Allium tanguticum 'Summer Beauty' / Summer Beauty Globe Lily bulb 18" o.c. 45 DPU Dennstaedtia punctilobula / Hay -scented Fern 4 --pot 18" o.c. 20 EUD Eurybia divaricata / White Wood Aster 4 -pot 18" o.c. 33 HOG Hosta x'Guacamole' / Plantain Lily 1 gal 18" o.c. 26 PTR Porteranthus tr'ifoliatus / Bowman's Root 4 -pot 18" o.c. 32 RUH Rudbeckia hirta / Black-eyed Susan 1 gal 18" o.c. 62 HITCHCOCK DESIGN GROUP 22 E. Chicago Avenue Su8e200A Naperville, IL 60540 T 630.961.1787 hilchcockdesigngroup.coln PREPARED FOR Iowa City 220 S. Gilbert Street Iowa City, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTAhIrS CN8 Ergin"rIElectnical Engineer Shue Il ay Iowa City, Iowa 52245 T 319.354.3040 APR 0 2 2019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION APHI 2, 2019 REVISIONS CHECKED BY DRAWN BY EFH ARH I JFB SHEETTITLE Plant Schedule SCALE IN FEET es rated NORTH SHEET NUMBER ❑ L4.1 .MIQHaamtl,Dw Gmue b Level Surface unless otherwise indicated. � swarades � 4 Engineered wood fiber play surfaoN 1% Slope to underdrainage Compacted subgrade Play Surfacing - Engineered Wood Fiber { = CA -7 Aggregate base E $ mars. _ Filterfabdc II li TI- p4 rebar, typical Concrete transition -�P L CA -7 Aggregate base mum vm e" Compacted subgrade Note: Alternate sawwt control loins and expansion joints every 15' O.C. in the concrete transition ay Surfacing Transition PavementEdge CONTRACTION JOINTS O Solid Dowel " min 15" min. �2 See Bar Size Table for =.$o' o',0 0 Size Contraction Joints 000 ' 40 Place bars within the limits 2 8; but 1 1a shown under dowel assemblies. Hole Diameter 1/8" 24" Long Tie Baro Larger than Tie Bar at 12" Centers. 210" 'RT' 18" #11 ABUTTING PAVEMENT JOINT RIGID TIE BAR SIZE TABLE FOR CONTRACTION JOINTS O Solid Dowel Tubular Dowel Tie Bar Diameter Diameter Size < 8" 4" F #a 2 8; but 1 1a 1 8" #10 210" 134x1" 18" #11 N.T Jint sealant N R,eE�mxon Is, 2 Conaets Farms el with greased sleeve d on joint, spaced 3g" o.c. jant filler, full depth �Ppansion Joint 1-=1.4r Adjacent material varies, we plans 4 Concrete band I _ (21-714 rebar. continuous — —_ Compacted aggregate base course — — Compaced subgmde PIP Rubber Surfacing - Concrete Base 11�y1'=1'T Note: Stone base and subgrade pitched at 2%toward and ,drain Note: rteferlomanufacWrees instructions for installation. 12• Wear axame Impact course. Refer to manufacturer's specifications for dept. Compacted limestone screenings Compacted aggregate, compacted to 95% Standard Proctor Density (SPD) Compacted subgrede a Variable size to driplam -4' high fence -Direct bury metal posts -Lucerne fence beyond dripline of existing new to remain, at the edge of proposed improvements or as shown NOTES: 1 After trees aro safely fenced noting is W be raked out cut, planted, stored, or disturted inside the fence. 2 Remove protective fence only after all construction work has been finished. Medium broom finish, unless otamise noted -WcouCompacted subgreda rse, NOTES: 1. Cncretetbe4'wherepavingis less tan or equal t 6'2. Concrete to be fi' where pavtng is greater tan 6' wide CONSTRUCTION DOCUMENTATION F*n 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchuckdesigngmup.mm PREPARED FOR Iowa City 220 S. Gilbert Street Iowa City, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Engine 18itchoarf Ergines, Shiv Haftery Iowa City, Iowa 52245 T 319.354.3040 APR 0 2 2019 City Clerk Iowa City, Iowa 2 Concrete PavingAp"12,2019 1 12' = 1•A' REVISIONS a \ CHECKED BY DRAWN Cohnrate Pav ng EFH lJ� 6A 1yk"� Ft,on. Tooled control joint, spaced 10' o.c. in.. Joint dept to be 113 to thickness of to slab Note: Refer t plans for concrete joint pattern. SHEET TITLE Details SCALE IN FEET m noted NOHtiy 3 Control Joint SHEET NUMBER 3' = 1'4y L5.0 w e301s H.a k oeegn Group A00-11 �46kh- COVERWORX Recreational Architecture A Division of Ross & Bart Inc. Installation Guide for: Steelworx Square Shelterw/ Vented Top - 18' MODd N Sa16sw-W I'muenholtz Miller Park Iowa City, IA Job N 90990-17 Ie...L NNTM.Nw Iey.wl D'i Dalv,N I70®gym vl. COVERiYuURX vAGEi 4EMFAAL: I PROPER BRACING OF MEMBERS WRING WSID MOY NIST BE FEAFpMEO Wil CpARETE. AMY MODIFICATIONS TO THE PROPOSED SHELTER NEE. To Ng gxpR Mass., 1.a LICENSED ENGINEER. THE INSTKIATIOW OF THE SHELTER.H BE PE RFIXUE. BY SOMEONE CE, MPENIENCE MDCAWEIENLE. ITBIW1BETHERESPoNSIBILm WF EINSTALLERTOPROPERLY ASSEMBLE TIE S SPECIFIED PECIFSHOWN W TENT C ENMFMµO x0 CpxSigLICT 91 E11FR iWNWTIONS AS BPECIFIEOIH BMPREMEMII ENGINEERING OCCOMEHiS A FEAD AND UNDERSTAIN INST&LATIGN IN$M.CTONS THOROUGHLY BEFORE MCCESONG YTM TE WST.VIATIW iROCEES S &WAYS ME THE NST&LATON INSTRUCTIONS THAT HAYE SHIPPED WIM THE BN TSR A9 THESE µE THE M.Si WRnti W9^a CHANGES IN MAIERyy gUAYTrt IE S.LENGTHS. PMT LABELS. ETC MAY HAVE BEEN NECESSARY COINING yawWNO4 G NI1Cp E4EN AFTER SEALED ENGREERING. B. SHOULD THERE BE MY ERROR INMµUFALIURNG OR NST&IATIDN.CWERAMA SHMAD EE WITHOUT PRIOR EAOVCTNHOARSWF VONNOEF. PAROCESS AND NCOST B Y RCE.RNEWEqYL waspeIFIFEMo . I. &L STEN 6TOSE ASTM MY EXCEPT 9iEE1T1PFS i. STEN TINS SHALL BE ASM AYa MADE a. S alLaElAN' STOW DOYEWACCa1DAf1(E WnX TIE LATEaTAWa BiN(Vi09 NON1 W ME TO DEVELOP NLLSTRENGTH OF LpPry.ENT PMTS )ENI a ELECTRODES) A ALL, KILTS TO BE ASTM A.Ic5 S AU. BOLTEDCp1NECnON3 SHOULD P0.LGW THE'IUUFOFNUT PRETFMBICNIIO' ME THUD AS OUTLINED N THE MSC SPECNIGTO S, IT St4 Be BE51dnBILmaF TIE IXBT&LFN TO MME WINE &L ALSO PEWIREMFM9 ME MET, I . ALL. STEN FANIEWgN WILL RECEWE A CORROSION PROTECTIVE VNCAICH EYPo%Y PRIMER FDLLOWED BY ATGIC POLYESTER POWDER COAT, ELEC1R0.9TATICMLY APPLIED AND CURED AT IW'F. COVER{N� ORX cum rn YE TLNRFNnM IICAF CAY P�- "•' POEm1 a ..�. 2 JM NY „ `i': yg y�'. £S` i y�'. 4!A CON. 4s CONN ;I( COMY 7. ,B89B :.a: y'., ,MBB 'a: si'.. ,y19n :i A........♦ . E�.......♦ .......... ; O volt l' FIxIN0ATI4Nl PNiEI I. OETERMBE LOGTKKI DF 9XELIFR. VERm TMTBLELTERNi1 NpTEiRWOEMSUADNt' 9ETSACN9. FA9@ENi9 OR MEgHR NE9R6TiC1L5. 2. USINGSTRINGLOCATECMUNNIFWTINGCENTEMINES MEASUNECEN MMESMNIENT ON THE TOUTING IAYW T FLM1'. M 911NE TO E[TEMSMING STAXFd0EY0Np TXEMEr, Cp E%(SAVATION. J. CCAPMINGDIAWNALDIMENSKK INOPPo TEONECT MLLMTERMNEETELAYWT ISSOUME. YENFYMEASUREMENTSWIT)TOSSNMAWIWTIEYWTNOLAWM .M NeLmLwrowaawTE vvmIW 4aFExAT aioNrooTwonw mn PGEE '"y COXNy 'A1,OWI� 1 }t CORWVRX PART I: POUNMTIDM PAGES fOOnNGB: 1. NM STMTNO VAT MDERGROUNDL LRFS OWLW WDWWT FWTNMAREMTFlF® CTLYOVEREXSTNGUR 2 PM EMNETEANCNORBOLTBRACNGTEM% MABVEROETAEMOSETMOEIINTIL CONCRETE FOOTINGS INvf MEN PWREO. 9 POUR CONCRETE FOOTINGS M SPECIFIED IN ME ENGINEERING CETAM. TOP ELEVATION OF FWTINM TO M 4- BROWN PROPOSED FINISHED BLAB ELEVATION TO MAINTAIN THE pFPOUED CLEMEIEIGNTCFnd. PMNE 9LPE INATNLFWTNC TOP LEVELS ME LEVEL AND ATTHE 9 V µf ELEVATNN. I. PLACE ANCHOR Doi BNsCWO TFY'-sms MO NET MINCRETE AND&IGN BGLTS M YAWN W TILE SWTINGLAY WT HIEN' PWIilp1 CQxTERCF RISE PATE TE1iSAlM WIT) SIINIC CSFOENI1EEMEOWRNGLAYWT CIECIL FOIi lEYF15UEAOE &q AOAASi AR NECESSARY. RI9v YMTNRTNATSOLTNKaBFNrNWNIECT. 5 MMON1: µO p9G10 MIL1SABOLTS1yL1q lEM5ATF9 iRLV MLIIgi B%19 CNLE TE CpICRETE NA9 NMCEIm NO RFAbE➢NUL 91RfNGM1M MpAy yMIWMI SAVE NEA NUTS TO UBE FORIXUN2A1ElBLY u 9 VENFYIIUTFFWTG (LEVET NID IMFORII CNFEINEC LINTNUTS iµ0 NVME EIFFWTN30MENOTLEYEL WRN fA610TIEAUVELWGNOTECµ MUSEO sain ME11EVEL BASE RAIEOMOIANSELOWT ERMSEN ORINGMIMSEI.. VNIFOIMLLETTL M TTD INMNGrFO l WN TEBASEP S WNEH IIBNG LEVELNG NIIiSMOALLOW GIxQITTONMOEN MFLYIE IH9iAWHG LWINWS. wMRT TNNMF j, WAxBINGM I�arnoTw MloawaLT .r.IfOMET �INE,E MSAT _rAiLOln ® XaAEwwrt OM19 Hism Oe._., N'AVIa[wn, Mn Yeas. cn NL arDavrw asp irRTMa I -� IWAv FFNE6EOl =Y.I n, .«T "Nao� :.NA9 MGdIOCIi YSC. MK'Mi TEYMIE � PaF. ANGOR NLT CETK !(d CONN a a'' ^E`J COVERWVRX PART2: FRAYNG PADes ., awns UIP* pi alfa 1ed 1'd tSd 1'd GFl haceptedes. see Electrical plans. 18' HT e ^ --- wl lockable cover, typ. -IaY�p 1� �AMNN TOP, Shatterlight,pla sea ElecNcal plans IVAu TTIW IrIN PSE � a Is ceaseam iiX�M TOVIA Ep `• 1 • 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hilchoockMEipngiaup.can PREPARED FOR Iowa City 229 S. GUMBO Strain loin CM, lows 52200 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS CAM Engineer/ EARCIEcel Engineer Shive-Haliery Iowa City, Iowa 52245 T 319.354.30,10 APR 0 ti 7019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION W12. 2019 REVISIONS CHECKED BY DRAWN BY EFH ARM /JFS SHEET TITLE Details SCALE IN FEET as note! I NORTH SHEET NUMBER ® L5.1 OM19 Hism Oe._., F> .x I CI CI -IaY�p 1� �AMNN TOP, Shatterlight,pla sea ElecNcal plans IVAu TTIW IrIN PSE � a Is ceaseam iiX�M TOVIA Ep `• 1 • 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hilchoockMEipngiaup.can PREPARED FOR Iowa City 229 S. GUMBO Strain loin CM, lows 52200 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS CAM Engineer/ EARCIEcel Engineer Shive-Haliery Iowa City, Iowa 52245 T 319.354.30,10 APR 0 ti 7019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION W12. 2019 REVISIONS CHECKED BY DRAWN BY EFH ARM /JFS SHEET TITLE Details SCALE IN FEET as note! I NORTH SHEET NUMBER ® L5.1 OM19 Hism Oe._., ^�� `W ! WORX PART 2: FRAMING ARGUE 2 as UYMS: PROPER1. LGWFR CaVMNSCNTOY HUGH AND PLUMB COLUMNS AND FOINifIdXOl1E GERBER Cf TRESXUHEfl.UTSMCLY FLA ANDPLVMBC0.VMN5 AND $ECUPf TOMJCICRBa13 WHIN Y.'µm XE%MATS ATD yf' FLAT WASHERS. NM BFAY53 ""RfRO' 1. CONN I XP SEMI TO THE COMPRESSION KING ACCESS OPENPq$ FACaA UPNN01 USING (2) SEN'. z NE[ BarS AND PUT WASHERS. 2 UFT AND BRACE THE HIP BEAM I COMPRESSION RIG ASSEMBLY UP ONTO COLUMNS AND ATTACH TO COLUMN$ USING 0) W A S HEX BULT$AND III WASHERS (FINGER TINT ONLY) PLUMBING MADE NOTE'. NEEP ALL CONNECTIONS LOOSELY ATTACHE D UNTIL AFTER ALL FRAMING MEMBERS E b AAE ACE WADJUSTMENTS WYE POSS1. IRT. E M NHELAR. wN. HT AJxHwvAT RP EXU f COMPRESSOR KING NET. /�.- COVERWURX PART 2: I RAW PURLINS INTO PLACE BY ALIGNING THE HOLES IN THE EIA$ OF THE PURUNS WI IN THE HOLES IN THE SIDES OF THE HIP SEAMS BiEFER TO FRAMING PWI EOR THE PROPER U GATNM DF EACH RWL W I. 2 ATTACHFURLINSTONPBFALSIRINGIJIyf'.11?1E%B0.i5 AOA FLAT W/EIER9IFHAFIL 1Nixi CIAY1 LEVEL NA BRME J. EFCpE iIGMENING MLCpIECiNM'S VEWFY THE $IIEIIEAIPgy£RYALNMEO. LE4EL AIOM1UMO A BORT:N ALL BOLTED CONNECTIONS THROUGHOUT ME ERIE SEB,,TBI,, AND DOUBBEL CHECK EACH CORRECTION AGAIN AFTER ALL OTHER CONNECTIONS (AYE MEN TIONTEJE D S. SUPPORTS AND BRAONG MAY. BEE REMOLDED. P1 MI mw..NP.. BEER, � C/OftWAORX PART]: ROOFING wMv I . µIGN TRO J CHANNELS CENTERED ON EACH NIP MAN'MTN THE LONG LEGS DGWN. NSTimN JCI USATTNEEAV WS lTHr E%TETABEYSA W BEM,ENDSEW TOTIERDOEPµH8AS0UTTj 2 ATTACNMEJCHWaEL4TOTRWPPLAYUSINGIIM'TENSOLLIaBATEC Z1 YN6YJ E OCE HEEDED TOEMWE PBOPFR IL'VF PI AUGHMENTLKEIL THIN EXCESS LENGTH AS HFECFII PtJCHANNENMTI TAN P. a .qy, RUMI 0f.. '. CaUMMf MPBFAY CONN `TO' JA511 uM . OBER ' `M.'.. ENEB.NLATpN :�.'. ,C IBS R' PWEIR IN4TILIAlY1N Y' p' 1NNH �....... N .N. x. .e.:; Aftkaw PART]: ROOFING PAGE 10 t. MIDI IWOXW BEMIJCH4WNEla BACK-iOAACN, CENTFREDON FMAILOVER RCCf HPOFAN WHTX TIE LCNq LEW DONT PpyiICN TNEJCXNINF19lP AOFINBTT1E YElUMJL 1E00F ME a nIE HP eEws(THIE UPPER RGBF cauw)MJDATIE EwvE sonAT TEr ExrvA RvaHD THE HIP BFMI EMs EOIIFL TO TE ROCi PONDS B.BWi 11 TKIu EJ(CFBB uNGTHA4IEEBEB 2. MSTKLLGWERRCCETCPICI ELCtM5 SATTEFVRTESTIJOSTET.GEaR MN INSERTING ENDS INTO THE HIP BEAM J CHANNELS MIN E%CESS LENGTH AS NEEED J ATTACH THE J CHANNELS TO THE STEEL HCAM$ USING I I:JTEX SEMENS AT HUB W ZRD YEBEY J CHANNELS ARE ALIGNED EMCTLY CENTER ON THE BEAMS TO ENSURE PROPER HOOF PANEL ALIG NMENT LATER. La/RbERTEPA1. MU eIIRRIlvTu aoPalMRERRXNEMI vuK.mbLNHP vNAaNRWJbf LmJNNvvq JCXNaEL R6TNLATICN POFE y� O. M .P�. =RiS CONN -.4e Unce 'k"�f IOWA a aF VEIPWORX PARER]: ROOFING PARE 11 ROOF rAMu: t. R WNUEJSA TOWNSTA E'.NAO CMM RO OPENFI4NROCESmE. T1EYME MSO xUMMREOTOMNST.LL STO ASMCIFICOAER, UYO1rPMII9NMEOECTEM AB $HIOWNNTE ural MLON. sTARTNGwTX MILEEgt. THMSIroEN®NBTW1 FMpl PAEL5911GNi1E0 6CE Wlll BE ON LCP CFTIE NIMEENTPMJ38 LOX('LEB BEE. 2 INSFIfr FALX PµF19Tb EDGE INTO TE NIP BEAN J CWJNNELS Ifll NKJN 11E BDRpI EOOE TOFXTEIJO ABOUT 1'MYOA iHfr PERIMETER PURLINS. J ATTLXTIEPMELSMMLSMELFPAMINGMEMBERSVSMGIIN'TF(9GENS. RACagA SCREW NEW TO EACH ROB REE FASTENING PATTERN DETAIL W NEXT PAGE). PANELS MAY M SECURED THROWN THE TOP LEG OF THE NIP J CHANNELS USING MIT TER SCREWS (PANELS BEING INSIDE THE J CHANNELS) CNE TO THE SURFACE DIRRERENCE OF THE NIP BEAMS. N. A11MEHi PAHEL$WXI GYBEMM Ai OJE NIB. UMrHEiRTEXOOEWSTOATTACI OREPLAFPWG RSR. OKNGAECREWATEVERY1L(SEEFA UNG PATIENN DATµ OH NeXT EXCEL n IN m m b b [1 N m 1 y m b N N b m b LPFEn waF PMEL uyan CO maim PART]: ROOFING PMMI2 NOLO PJMFLs (I.,. 1. CMCKEVERYOTERPNELTOMNMNNSWMENESSWN MWUTOTESMUCREPE z. ROOF PAMLB NE SLNWNY WTEN wET Wsrv,FROSTY CN OF.v. OONOTATTEMPECOW" O1 TOE pO"f IINDEq TNESECOpTMNS. SNNIEAOM®RITOF BNBalLR11AHb Ldo 1l IRP]lpMpLW IISm P9AIFYIM vrAxTPav MPvvw JOWMa -- 0.0OFPMlELNTNLAIAON RE +� •I w IJNH..IA .'y. DPE9 IS.d .. FASTENING PATTERN N III =Yt INN Dpi? •BOIf 1 • 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.981.1787 hitchoIckdesigIngroup.com PREPARED FOR Iowa City 220 S. Gi18erl SBMt Iowa Cly, CI 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS CM EH9lneerl Ehmerned EGge., Shi Haftuq Iowa City, Iowa 52245 T 319.354.3040 APR 02 Y019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION Apr! 2, M19 REVISIONS CHECKED BY DRAWN BY EFH ARH IJFB SHEET TITLE Details SCALE IN FEET E MTBE mm" - NORTH SHEET NUMBER ® L5.2 am,a H,wcXA OFNT OWP COIR R PART 3: ROOFING PAGFu PAPAL COEERTW: F`O611CN l,lE COVEN TRIM aGMNST TE FAVE EWE Ci 1HE FOOF P.WEL61VP1'FA /,M , VPOOFSt TRM AVOIATERLVi Ai TE WRMEPS a5 NEEOEO aIO OYERNP TIEEMe eY B'ror z sEcuRE IwM Br uslxc la TFKSLWW9 TEwWwEVER+'NooEPH¢Rn Ne PGW iXEXPTtlM TOWMELCEpOVE11TE TMVJwWNE19NOR16XWITXTHE EAVE COMIEII TRIW CF TME PANELN AB N lRY pMVi11ANOLGWER RWFSt MITERtIrt CgINFRS FHp T11M E%GEBe LENGTI AS NEEDED. 3 ATTHEVP N OVERIMENpgpFM EWHIPT ATTIEP MDTLMM NECESSARY. J. SECURE TRIM BY USING7W MN SKREWS TWIWw EVEWRQ^F PANEL RIS. RC3 PFAN TWY: ,. HIGH TIFINJi FEMT1IYATTE RpDF pFN(AHOATTPLXIRNlG TE 1.0'T3(641EN8. MNp,Ev�R. 41M PART 1: FINISHING vacF is WMIEINNCE: OURIN3In. ABEEEBLY PNOCE5950ML SCWWEBPNV cAUTOIES MAY HAW IX.IM1R✓AED. THEs' As I RFWME TWGNINGI,H M. OVFN TIFF,"Cial USE. CFATE WIIE 6GMTC,EO FfYLdV THE 51... PMN1 PFpLEWREB L161ED ON ANY .1 PART PIH. NONFVER.1b WPORIANI 10 Rh.1. 100SE.1,(iEA4. aL A1pCN HIM WI R LK Y5AN SUNAWNO PNNTFORGOCOIDIEBILN. ACOPONAL MATCHINGTWLH-VPMWMAVAtt EUFONRECL45TATANAOORCNµ GOGT 2 'MEN HSTOLLING TIE RCOFPNIELBANO TRIM nI$`hlfr IFPoRFNITTO WV{E SURE Nf( FINE HETKSNAVINWMC TWLTF NAVEBEENL6IVAIENMUIWMWITINGBE REMO DiHOW THE FWIS D SURFACE TO PFLLHM HOST STAINS. a nlE Mw 1R OF THE HAROWARE IS HIOCEN AND OANNOT BE AMSTED. THE WAOWME TIMI IS VISIBLE SHWID BE CHECKED FOR TIGHTNESS MO FOR VONDA ISM AREFPTS AT FAS r TMCEAYEAR THESTMOMDnGHTNEBS511 MDBEO EBY1 DTITENING THEL.Ll5 BOLTSPNO7HENUSINGAWRENCH.12TOtFULLTUId. CLEM THE SIM SURFACES PERIODICALLY USING AwID CIEA til eIXDTw. HO NN0 WI PE ro MAATIW l NEM!ApPFARML£ 5 RRIOPGLLLY PVO f+tMOVE ` paF.. SMV CONN ,RBBB MMM IOW a °A`` HININW Post, . SpeLl6cabons I' Finish grade (3) Ifo bee within the top 6' of footing W4' a s 18' hot dipped gait. I, anchor Cabs Eleddcal corqult, see Electrical Warn m�1111 (4) e4 ties equally spaced remainder M depth ---mm—,f6, 64 reIta, wIIE".I 4 —compaclea BDhgTada rad NOW Verify final footing size aM Install per manosmIrals recwnmendatons ,I 22 E. CMagp Animem Suite 200A Naperville, IL 60540 T 630.961.1787 hh:hcoCkdeS19n9rwpCOTI PREPARED FOR Iowa City 220 S. GiICM Straat Iowa City. hown $7240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS CANEngineer/Elecldcef Engineer ShivaHattery Iowa City, Iowa 52245 T 319.354.3040 APR on 2019 Iowa Clerk to City, Iowa CONSTRUCTION DOCUMENTATION April 2.2019 REVISIONS CHECKED BY DRANM BY ERB ARM fJFB SHEETTITLE Details SCALE IN FEET as noted NORTH SHEET NUMBER ® L5.3 aM,91M,Jee4 p.WnGwP Kedah Block llyp) SHEET NUMBER 21 L5.4 I/ I— Grade 4:1 max to Orcin Awoy From Wall Setback Wall Blocks 31C 119 mml Every e" (152 mm) Geogid Reinforcement of Height (7• Wait Bother) per Detailed! Design ! i Repuyements Droinstone (ASTM No. f 57)ot Least 17 Mood Eaposed the Blacks Height (Varies)mom Non -Woven I -I I - Geotel Fabric :dS. (Voter per Reinforced Sol 'a - _ lFl.-IIII_Illl lColrlu61ISd} -�- -lyw- ltocaerns,ett urweWr waall r Leveling Patl Every Sa 115 ml On{enldFavirclooM/a Arany rods orwar) (Compact Sod as . of 95% by Max.Dri Der ICompocs t0 O Min. of 95%. Dry Density) a Mock sizes and Wac mens shown am for mfemnce onlyfano lunl Rosetta blocks will very wiM inallifetlon patter. • (his drawing is for rafersnce only. • Final designs Por construction must be prep+red by+rglafarap Prial lon+l EES using Me a,lual conditions of the proposed site. • Final wall deshn must address both Interna/ and aatamal 4tr+ln+aa and thrall & waluaNd by Na ProhsslCnll Enolnaer who la responslbh for the.. pashas. TYPICAL SECTION fWSCnlfl Thar somas IS M ash moan pny. Dal.nwraka NIM wastes, wMla r—M use Many aaelb Waral h tl asoona nl IS era boss maXopteay M IM east,gkwardres lanl oral podetrain. kMWing all Iona lkn dMaAe shall M Waves try Nn y a eMgakwWr l aNIWWIN lMl a mMluas deka Wppobad ass. a. N. wNa®wTYPICAL REINFORCED KODAH 1 O S E T T A J. Johnson WALL SECTION ar �� o125@OtB H A A DSC A►ES, L LC p X GNY4bVaL� elswpge 0501US3150 MI.9720 loft Typical Kodan Reinforced Cross Section 012518.dwg an -mass. aIRpp. ra. sall N.T.S. 6" 32/4 Til Stainless steel or galvaniree Finish grace L� w/odawekyp. — Compacted CAB Stone Slaim, bee specifications Note: Well post to anchor plate vdM } inch wed. Gnnd weld 0 provide ansm0l surface, free of puns. ANCHOR PLATE DETAIL 1Y4"to 2• Diameter Post 6" x 6" a Y." Anchor Plate 2 Anchor Plate Surface Mount N.T.S. 22 E. Chicago Avenue Suite 200A Napemlle, IL 60540 T 630.961.1787 hitchcoclLAgigngmup.com PREPARED FOR Iowa City 220 S. Disport Street Iowa City, lava 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Cml Epgmeas/Elecbicel Enginem Shiva-Hetbry Iowa City, Iowa 52245 T 319.354.3040 APR 0 w 1019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATILIN April 2, 2019 REVISIONS CHE(2(ED BY DRAWN BY EFH ARH/JFB SHEETTITLE Details SCALE IN FEET se noted NORTH SHEET NUMBER 21 L5.4 o2019 Hadb Dwain Grp,v i 22 E. CHcago Avenue Sute 200A NaparvNe, IL 60540 T 630.961.1787 Htehcoekdesigngroup.com PREPARED FOR Iowa City 220 S. Olbert Street Iowa City, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Coal Engineer/Elecblcal E t steer SWv Hattary Color A (50% black/ 50% 1,208 SF °"a a 319 sa o4o standard color) Color B (50% black/ 50% 1,115 SF FILED standard color) APR 2 3 1019 City Clerk Iowa CitY, Iowa General Notes: 1. Artwork shall be provided by CONSTRUCTION DOCUMENTATION Landscape Architect in April 2.2019 AutoCAD format. REVISIONS 2. PIP layout shall be approved by Owner's Representative prior to installation. CHECKED BY DRAWN BY EFH ARH/JFB SHEET TITLE Details o$Gt9 KicM1mck Oe•Jgn Gmup SCALE IN FEET as noted G M REWIRE$ A GH ENnW MGNT Fda sI toRE TG UR V..aos. ."'TAs Rc[o[o FGR NORTH SHEET NUMBER CGMFLUMCE. - ® L5.5 o$Gt9 KicM1mck Oe•Jgn Gmup co.P,l E. R 22 E. Chicago Avenue Suite 200A Naperville, IL 60510 T 630.961.1787 hitchoockdesigngroup.com PREPARED FOR Iowa City 220 S. Gilbert Street Iowa City, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS C" Engineer/Elechlcal Engineer Shiva Hanery laws City, Iowa 52245 T 319.354.3M0 APR 0 2 2019 City Clerk ewe City Ic1 �a CONSTRUCTION DOCUMENTATION April 2, 2019 REVISIONS CHECKED BY DRAWN BY EFH ARH IJFB SHEETTITLE Details SCALE IN FEET as nmed NORTH SHEET NUMBER ® L5.5 .2019 HimrvraG OesiB^ Group a Welcome sign MS pQWN REWIRES A ,E a• NLX ENrv+' FW iNE s111UCRME o YEEi NA ST... AgIUST A$ EE "CW.0, A I Timber Stacks, Macon B I PlayBooster C I Global Motion PlayWorld Landscape Structures, Inc. Landscape Structures, Inc. D I Saddle Spinner I Landscape Structures, Inc. E I Slidewinder 2 Landscape Structures, Inc. 6 16 / 4 \ \ 32 \ • I a � e a 3a 000 64 e o � p � w p ® \ • supE sEswAr uusT eE \ YEE] RSM F144)-1] xILL SLICE REpUIRFMENS. a SLIpE IXR G4NOi 9E B 1£SS TVN T RBT'E a uNveanm w�RnNe sm • .O . 22 E. Chicago Avenue Style 200A NapeMM, IL 60540 T 630.961.1787 huchcack6slgngrouD.w PREPARED FOR Iowa City no S. GoB Street Iowa C4. 1. 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civg&Vi r/Eb tdcal Engineer Shive-HaRery Iowa City, lows 52245 T 319.354.3040 '•�.'. 0 ^ 7019 CONSTRUCTION DOCUMENTATION April 2. M19 REVISIONS CHECKED BY DRAWN BY EFH ARH I JFB SHEET TITLE Details O SCALE IN FEET _ m noletl MI$ CEyCN XEXWIRES A )S• XILN EN ppi NX NORTH SHEET NUMBER L5.6 eyltB IYYIIm Jt Daq,I Gw0 Limit pronlrS to dead and broken benches. Set wMall at same level as finished grade. Mulch, 3' deep, typ. Taper mulch to 1' depth at bunk. Prepare a 3' min, saucer around ph t shrub is a solitary plami For multiple plantings in the same W. prepare shrub bed sc Nat finish grade between shrubs pmvldes positive drainage. Discard excess excavated material. Cut all cords around molball and hunk. Remove entire wire basket and burlap. Finish Grade Backfill pit with 113 amended topsoil and 2/3 excavatetl mammal. Set rootball on undisha ed subgrade Set plants at some level as grown in container Prepare entire planting bed to a 6' depth went amended topsoil 2' deep double shredded mulch. Work mulch under branches. Raise planting bed 2' above finish grade Undishabetl subgoam Note: Root mass of pot bound plants should be loosened before planting Set plants at same level as grown in container Prepare entire planting bed to a 6' depth with amended topsoil 1' deep doubts shredded much. Work mulch under branches. Raise planting bed 2' above finish grade Undisturbed subgraae Note: Root mass of pot bound plants should be loosened before F-'- _-, - planting Prune only to encourage central leader. (Do not M leader on pyramidal trees). Remove any broken branches, tree tags, and ribbons (upon approval of plant). Wrap book with approvetl tree wrap to first branch. Avoid placing soil on top of the root ball, maintain exposure of root flare. If root flare is net exposed, carefully remove excess soil. Set root ndit so Mat base of root flare is 3'-6' higher Man adjacent finish grade (root flare is typically 6' below bus! graft union on grafted trees). Mulch. 3' deep, typ. Tapor mulch to l' depth at trunk. minimum htsaucer around plc for watering Flare planting We edge, Hole man to be twice as wide as root ball. Sactifill pit with 1l3 amended topsoil and 2/3 excavated material. Remove excess escevated materiel hon site and dispose of legally. Cut and remove all cords around rout ball and bunk. Remove entire wire basket and burlap. Finish grace "'-- --Set root ball on undlstwbed or compacted subgmde. If hole is no deep, add and compact additional fill before setting tree. Deciduous Tree Planting 1 112 - ra trr Remove any broken branches, tree tags and ribbons (upon approval of plant). Avoid placing and on top of the root ball, maintain exposure of root flare. If root flare is not exposed, carefully remove excess smi. Set root ball s0 Net base of root flare is 3'-6' higher Nan adjacent finish grade. Mulch 3' deep, tapering to 1' at bunk Prepare a 3' minimum saucer around pit discard excess excavated material. Flare planting hole edge. Hole s¢e to be twice as We as root ball. Backfill pit with 113 amended topsoil and Ira excavated material. Remove excess excavated material from site and (Ism" of legally. Cut and remove all come amund hardball and thunk without causing damage to reodball or trunk, Remove entire we basked and burlap. Finish Grade Set root ball on undouUmed or cpnpaeted subgrade If hole is too deep, add and compact additional fill before seg6p bee. • DESIGN GROUP 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.861.1787 li tchcockdaslgngroup.mm PREPARED FOR Iowa City 220 S. Gilbert Street ,owe City, bwa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Engineer/ Elecelcal Engineer Shive-Hattery Iowa City, Iowa 52245 T 319.354.3040 cn� Oti 7Qlg v 'i, Clerk IO"�'Q Crly Iowa CONSTRUCTION DOCUMENTATION April 2, 2018 REVISIONS CHECIUEO BY DRAWN BY BEN ARH/JFB SHEETTITLE Details SCALE IN FEET as noted NORTH SHEET NUMBER ® L5.7 oStetWtlra4 pWen drop I111Xat41IF: EROSION AND SEDIMENT CONTROL PLAN - PRE -DURING - CONSTRUCTION • DISTURBED AREA CONCRETE, PAINT AND GROUT WASHOUT AREA. PROTECT WITH (2)18' STACKED COMPOST FILTER TUBES LINED WITH STABILIZED CONSTRUCTION Q AN IMPERMEABLE PLASTIC LINER OR A METAL ROLL-0FF ENTRANCE DUMPSTER. CONTRACTOR TO HAUL OFF WASTE MATERIAL. RELOCATE AS REQUIRED FOR CONSTRUCTION. ------------ W COMPOST FILTER TUBEQ SPILL KR TO BE INSTALLED AND RELOCATED AS REWIRED FOR CONSTRUCTION I,d EXISTING GRADE CONTRACTOR STAGING AREA FOR PORTABLE RESTROOM �— DIRECTION OF DRAINAGE O FACILITIES. TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS. PROTECT WITH (1) 12' COMPOST FILTER TUBE. RELOCATE AS REQUIRED FOR CONSTRUCTION. 3'x6' MACADAM STONE ILII _�INSTAL LTEN - MIW I GEOT TILE FILTER FABRIC BELOW STONE NATIVE SOIL STABILIZED CONSTRUCTION ENTRANCE/ CONTRACTOR STAGING /1AND LAYDOWN AREA (AS REQUIRED) Ip ACYL EROSION AND SEDIMENT CONTROL NOTES 1. EROSIONISEDIMENT CONTROL MEASURES ARE REQUIRED REGARDLESS OF THE TIME OF YEAR, THIS PIAN MUST BE IMPLEMENTED DURING WINTER MONTHS AS WELL. / 2, SEQUENCE OF MAJOR ACTIVITIES: INCORPORATE ALL TEMPORARY STABILIZING AND PERMANENT EROSIONISEDIMENT CONTROL FEATURES AT THE EARLIEST TIME PRACTICABLE. REFER TO SPECIFICATION SECTION 3125 00 FOR EROSIOWSEDIMENT CONTROL TECHNICAL SPECIFICATIONS. 3. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTROL EROSION/SEDIMENT ON THE SITE AT ALL TIMES, THE CONTROL MEASURES IDENTIFIED ON THE PUN ARE A MINIMUM. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSIOWSEDIMENT CONTROL MEASURES AS NECESSARY TO FULFILL THIS REQUIREMENT. 4. IN THE EVENT THAT SOILS LEAVE THE SITE, CLEANUP OF ALL SURROUNDING ROADS, DRIVES AND PARKING LOTS SHALL BE PERFORMED ON A DAILY BASIS AT A MINIMUM AND UPON REQUEST BY OWNERS REPRESENTATIVE AT NO ADDITIONAL COST. PAVEMENT IS TO BE SCRAPED OF DEBRIS AND MUD AND BROOMED CLEAN. MUD TRACKS ARE TO BE REMOVED AS THEY ARE CREATED. 5. CLEAN SILT FROM COMPOST FILTER TUBES ON A REGULAR BASIS AS PER THE SPECIFICATIONS. COMPOST FILTER TUBES MUST BE CLEANED OUT WHEN THEY ARE 33% FULL. 6. CONTRACTOR TO LOCATE/RELOCATE COMPOST FILTER TUBES AS NECESSARY THROUGHOUT THE PROJECT TO CONTROL EROSION/SEDIMENT AS REQUIRED FOR CONSTRUCTION. 7. WHERE WATER IS PUMPED FROM EXCAVATIONS ON SITE, PROVISIONS SHALL BE MADE TO REMOVE SEDIMENT FROM THE WATER BEFORE R IS RELEASED INTO THE STORM SEWER SYSTEM. METHODS INCLUDE: DEWATERING BAGS, ADDING FLOCCULANTS TO SILTY WATER AND PLACING A FILTER FABRIC BARRIER AROUND THE PUMP INLET. THE COMBINATION OF THESE METHODS HELPS TO REMOVE SEDIMENT FROM THE WATER. THE MOST COMMON METHOD INCLUDES PLACING CHROSAN GEOTEXTILE TREATMENT BAGS WITHIN THE DEWATERING BAG AND INSTALLING AN ADDITIONAL INTAKE PROTECTION BAG AT THE NEAREST DOWNSTREAM INTAKE. S. WHERE WATER IS RELEASED FROM A DEWATERING SYSTEM, PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT EROSION GULLIES DO NOT FORM. ONE METHOD IS TO PIPE THE WATER DIRECTLY INTO A STORM SEWER STRUCTURE. WATER MUST BE FREE OF SEDIMENT PRIOR TO DISCHARGING INTO THE STORM SEWER. 9. ALL STORM INTAKES, WITHIN AND ADJACENT TO THE PROJECT AREA, MUST BE PROTECTED THROUGHOUT THE DURATION OF THE PROJECT AS IDENTIFIED ON THE DRAWINGS. THESE PROTECTKJN MEASURES ARE TO REMAIN IN PLACE UNTIL THE SITE HAS BEEN STABILIZED (AND APPROVED BY THE OWNERS REPRESENTATIVE) AND MUST BE CLEANED OUT AFTER EVERY RAIN EVENT. 10, REFER TO SHEET L4.0 FOR SITE RESTORATION INFORMATION. 11. CONCRETE SLURRY AND OUST FROM SAWCUTTING ACTIVITIES IS PROHIBITED FROM ENTERING THE STORM SEWER SYSTEM. ALL STORM INTAKES LOCATED NEAR SAWCUTTING ACTIVITIES ARE REQUIRED TO BE PROTECTED. SAWCUT SLURRY AND DUST MUST BE CONTAINED, CLEANED UP, AND DISPOSED OF OFF-SITE, A TEMPORARY S' COMPOST FILTER TUBE MAY BE REQUIRED. 12, SANITARY WASTE DISPOSAL: ALL LOCATIONS OF PORTABLE RESTROOM FACILITIES MUST BE IDENTIFIED ON THE PLAN. IN THE EVENT THAT PORTABLE RESTROOM FACILITIES ARE USED ONSITE, THE CONTRACTOR IS REWIRED TO INSTALL AN B' COMPOST FILTER TUBE AROUND THE FACILITY TO MINIMIZE THE RADIUS OF THE AFFECTED ZONE IN THE EVENT OF A SPILL. WASTES SHALL BE COLLECTED AND DISPOSED OF IN COMPLETE COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. PORTABLE RESTROOM FACILITIES MUST NOT BE LOCATED NEAR DRAINAGE WAYS. RELOCATE AS REQUIRED FOR CONSTRUCTION. 13. POLLUTION AND SPILL PREVENTION PUNNING: POTENTIALLY HAZARDOUS MATERIALS ON THE CONSTRUCTION SITE INCLUDE FUEL, LUBRICANTS, CURING COMPOUNDS, FERTILIZERS, GREASE AND CLEANING SOLVENTS. THE CONTRACTOR STAGING AREA FOR PORTABLE RESTROOM FACILITIES, TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS MUST BE PROTECTED BY A 17 COMPOST FILTER TUBE AT ALL TIMES (RELOCATE AS REQUIRED FOR CONSTRUCTION). ALL REASONABLE PRECAUTIONS WILL BE TAKEN TO PREVENT SPILLS. ANY SPILLED MATERIAL WILL IMMEDIATELY BE DIRECTED AWAY FROM STORMWATER INTAKES, DETENTION BASINS, OR DRAINAGE WAYS. SPILLED MATERIALS WILL BE CLEANED AND, IF NECESSARY, SOIL REMEDIATION PRACTICES WILL BE USED. A RECORD OF SPILLS WILL BE MAINTAINED BY THE PRIME CONTRACTOR. RELOCATE AS REWIRED FOR CONSTRUCTION. 14. CONCRETE, PAINT AND GROUT WASHOUT AREA PROTECT WITH (2)18' STACKED COMPOST FILTER TUBES LINED WITH AN IMPERMEABLE PLASTIC LINER OR A METAL ROLLOFF DUMPSTER. CLEAN OUT AND MAINTENANCE OF THE WASHOUT SHALL BE INCIDENTAL. IF A PUMP TRUCK IS USED ONSITE AND UNABLE TO USE THE WASHOUT AREA, THE CONTRACTOR SHALL DIG A PIT FOR WASTE MATERIAL AND LINE IT WITH AN IMPERMEABLE PLASTIC LINER. CONTRACTOR TO HAUL OFF ALL WASTE MATERIAL, ALL LOCATIONS OF CONCRETE, PAINT AND GROUT WASHOUT AREAS MUST BE PROVIDED BY THE CONTRACTOR AND IDENTIFIED ON THE PIAN. THE CONTRACTOR IS REQUIRED TO INSTALL A SIGN THAT DESIGNATES THE WASHOUT AREA. RELOCATE AS REQUIRED FOR CONSTRUCTION. 15. SPILL KR: THE LOCATION OF THE SPILL KIT MUST BE IDENTIFIED ON THE PLAN. THE SPILL KIT SHALL BE A SEALED STORAGE SHED LOCATED NEAR THE CONSTRUCTION TRAILER OR FUELING AREA. THE SPILL KR SHALL CONTAIN, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: A GARBAGE CAN, GLOVES, SAFETY GOGGLES, BROOM AND DUST PAN AND OIL ABSORBENT CLAY CHIPS OR PADS. THE SPILL KIT SHALL BE RESTOCKED AS SUPPLIES ARE USED. THE CONTRACTOR SHALL INSTALL A SIGN THAT DESIGNATES THE SPILL KR. RELOCATE AS REQUIRED FOR CONSTRUCTION. 16. DUST CONTROL: THE CONTRACTOR SHALL IMPLEMENT OUST CONTROL MEASURES WHERE DUST IS GENERATED. FREQUENT WATERING OF THE SITE. SPRINKLINGARRIGATION, VEGETATIVE COVER, MULCH, WINDBREAKS, TILLAGE, STONE AND SPRAY -ON CHEMICAL SOIL TREATMENTS (PALLIATIVES) ARE POSSIBLE DUST CONTROL MEASURES. IF THE DUST CONTROL IS NOT ACCEPTABLE R SHALL BE CHANGED AS DIRECTED BY THE OWNERS REPRESENTATIVE. GROUP IbeNerp4i:.- 4 22 E. Chicago Avenue Suite 200A Naperville, It 60540 T 630 961 1787 hucdaoakdesigngroup.cam PREPARED FOR Iowa City 220 S. OEM Sb lawn City, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil E ianear/Eleoaioal E%waaer Shive-Hsnary Iowa City, Iowa 52245 T 319.354.3040 F o? 00 7019 City Clerk Iowa City. Iowa CONSTRUCTION DOCUMENTATION AP112. 2019 REVISIONS CHECKED BY DRAWN BY P" CBM SHEET TITLE EROSION AND SEDIMENT CONTROL PLAN SHEET NUMBER C1.0 omlp lWi¢q MYpn Omup 0 \ ADDITIONAL W COMPOST FILTER TUBE ALONG BACK OF WALK. SEE DETAIL I/C1.2. THIS CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. ONCE REMOVED, PERMANENT SEEDING, FERTILIZER AND HYDRAULIC EROSION CONTROL \ PCC PAVEMENT, TYP FINISHED GRADE BIODEGRADABLEEROSION / \\ CONTOUR, TYP CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER / EXISTINGACC COMPLETION OF FINAL GRADING ROADWAY, TYP AND PERMANENT SEEDING _ (INCLUDING FERTILIZER AND EXISTING STORM _ HYDRAULIC EROSION CONTROL)._ MANHOLE, TVP BLANKET TO BE INSTALLED -----_—__-_� p OUTSIDE OF MULCH PLANTING REE RINGS. ---- -\ -------- BEDS AND T _ .653• .....'�B$j�_ A EXISTING PCC SIDEWALK, TYP 2M SEWER INTAKE, TYP PROTECTION - AREA DRAIN. THIS CONTROL TO REMAIN UNTIL THE SITE HAS BEEN STABILIZED AND APPROVED BY THE OWNER'S REPRESENTATIVE. TOBEAPPUEDTOTHEBME SPOT. TYP. NORTH -_ -\_-- EROSION AND SEDIMENT CONTROL PLAN - POST - CONSTRUCTION 220 S. Gllbert Street Im City, Iowa 52260 PROJECT STAKE PLACE ADDITIONAL City Park COMPOST MATERIAL COMPFILTER ST �� BETWEEN THETO FILL THESE BE Adventure TUBE " 6y, AND THE GROUND .l GROUND LINE Playground SIDEVIEW 200 Park Road DISTURBED MFA COMPOST Iowa City, Iowa 52246 FILTERTUBE TO BE STAKED CONSULTANTS PLACEIN PLACE CiNl Engineer/ElecMcal Engineer COMPOST �-a• OF (STAKE EVERY Shive-Hanery FILTER TUBE O` 8' FOR ADDED Iowa City, Iowa 52245 PERPENDICULAR Q\pE STABILITY) T319.354.3040 TO SLOPE j: '�•_+•n AREA TO BE n PROTECTED TOPVIEWI'LE" i 1 Imros�M COMPOST FILTER TUBE DETAIL p 'Apt? 00 ?019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION Ap112, 2019 REVISIONS CHECKED BY DRAWN BY PJV CBM SHEETTITLE EROSION AND SEDIMENT CONTROL PLAN SHEET NUMBER C1.1 =19HI DoanI p GROUP LEGEND © DISTURBED A REA BBLE ODEGR EROSION CONTROL BLANKET I ----------- 8- COMPOST FILTER TUBE 22 E. Chimp Avenue Suite 2DDA INTAKE PROTECTION - Naperville, IL 6D510 AREA DRAIN T 630.961.1787 PCC PAVEMENT hitChWCkde5ipn9=P.= z, FINISHED GRADE PREPARED FOR �- DIRECTION OF DRAINAGE Iowa City 220 S. Gllbert Street Im City, Iowa 52260 PROJECT STAKE PLACE ADDITIONAL City Park COMPOST MATERIAL COMPFILTER ST �� BETWEEN THETO FILL THESE BE Adventure TUBE " 6y, AND THE GROUND .l GROUND LINE Playground SIDEVIEW 200 Park Road DISTURBED MFA COMPOST Iowa City, Iowa 52246 FILTERTUBE TO BE STAKED CONSULTANTS PLACEIN PLACE CiNl Engineer/ElecMcal Engineer COMPOST �-a• OF (STAKE EVERY Shive-Hanery FILTER TUBE O` 8' FOR ADDED Iowa City, Iowa 52245 PERPENDICULAR Q\pE STABILITY) T319.354.3040 TO SLOPE j: '�•_+•n AREA TO BE n PROTECTED TOPVIEWI'LE" i 1 Imros�M COMPOST FILTER TUBE DETAIL p 'Apt? 00 ?019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION Ap112, 2019 REVISIONS CHECKED BY DRAWN BY PJV CBM SHEETTITLE EROSION AND SEDIMENT CONTROL PLAN SHEET NUMBER C1.1 =19HI DoanI p PCC '6- i - i ________ten �i �' �� yg� ---__ - .819_______ -___Io-__-- - ®,---�L --r-- -�� y_^c—_Y `.�•� ._.1��..._..._..._ O 4�`�' -------------- __s__ 655.02 i -------- - ----------Y r------------------------------ ---------- o_--- I ............ ___ ___ 4L.12 _______-_ _ O --� _ • /"� - 'A\ yam(_ eW38NM 65li \ / _ aeo mtel 16oi10M lIULL L BURIED RIM AT 07.37. SEE 1 - 15 DETAIL 4/C3.0 FOR MANHOLE �')1 -GRADING LIMITS, TYP.J'y_ - ADJUSTMENTINFORMATION. - �� .a� ` � CONNECT DRAIN ♦ ,°e. 6AD- k _ e TILE TO MANHOLE SITE GRADING NOTES _ h1j, - I I 1. GRADING SHALL BE DONE IN A MANNER WHICH MAINTAINS POSITIVE SITE DRAINAGE AT ALL �`'°>: ;`Y`• (IIIn ct e'PERFORATI STORM `Y ',� SEWER WITH I%SLOPE. TIMES. FULFILLMENT OF THE GRADING REQUIREMENTS WILL BE AT THE OWNER'S �YY SEE DETAIL 3/03.0 FOR DISCRETION -'w� PTFE TRENCH DETAIL. 2. SHALLPROTECTOCCUR TREES NOT SHOWN A6 REMOVED DURING GRADING ACTIVITIES. NO GRADING SHALL OCCUR WITHIN THE DRIPLINE OF TREES EXCEPT AS SHOWN ON THE DRAWINGS. 3. ADJUST ALL NEW AND EXISTING VALVES,HYDRANTS, CASTINGS, PULL BOXES, ETC TO MATCH THE FINISHED ELEVATIONS INDICATED ON THE PLANS. ALL ADJUSTING RINGS FOR MANHOLES OR INTAKES SHALL BE CONCRETE. 1. ALL EXCESS SOIL FROM GRADING ANO EXCAVATION WORK SHALL BE DISPOSED OF °# OFFSITE ATA SITE SECURED By THE CONTRACTOR.'�- 6. ALL AREAS NOTED AS BEING A DESIGNATED ADA PEDESTRIAN PATHWAY SHALL BE CONSTRUCTED AS PER CURRENT PUBLIC RIGHTS-OF-WAY ACCESSIBILITY GUIDELINES AND SHALL NOT EXCEED GRADES AS SHOWN ON THE DRAWING. 2% CROSS SLOPES ON PATHWAYS ARE A MAXIMUM. CONTACT THE OWNERS REPRESENTATIVE FOR FURTHER INSTRUCTION IF ANY CONFLICTS ARE ENCOUNTERED. T DUST CONTROL. THECONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES WHERE DUSTISGENERATED. FREQUENT WATERING OF THE SITE. SPRINKLING/IRRIGATION, _ VEGETATIVE COVER, MULCH, WINDBREAKS, TILLAGE, STONE AND SPRAY -ON CHEMICAL SOIL TREATMENTS (PALLIATIVES) ARE POSSIBLE DUST CONTROL MEASURES. IF THE DUST CONTROL IS NOT ACCEPTABLE IT SHALL BE CHANGED AS DIRECTED BY THE OWNERS L REPRESENTATIVE. 8. IN AREAS WHERE GRADE IS NOT CHANGING, MATCH EXISTING CONTOUR ELEVATIONS. GRADING AND DRAINAGE PLAN TILE ---------------- _________r , ♦ X 3 Gaaee \ CONNECT NEW STORM SEWER TO EXISTING STORM STRUCTURE. INVERT IN AT STRUCTURE `♦ SPECT. CONNECT TO STRUCTURE PER SUDAS SPECIFICATIONS. BEE DETAIL 4/03.0. BURIED RIM AT 85].25 ` INVERT INIOUT AT 655.2 ` PLAYGROUND INTAKE. SEE DETAIL 1/C3.0. \ BURIED RIMAT657.44 VE IN RT INIOUT AT 8554 DRAIN \ Y ♦\\\ \\ \\ way) 1 _ ♦`E = _ II I a _J•_•�_•_.� ♦ X 3 Gaaee \ CONNECT NEW STORM SEWER TO EXISTING STORM STRUCTURE. INVERT IN AT STRUCTURE `♦ SPECT. CONNECT TO STRUCTURE PER SUDAS SPECIFICATIONS. BEE DETAIL 4/03.0. BURIED RIM AT 85].25 ` INVERT INIOUT AT 655.2 ` PLAYGROUND INTAKE. SEE DETAIL 1/C3.0. \ BURIED RIMAT657.44 VE IN RT INIOUT AT 8554 DRAIN \ Y ♦\\\ \\ \\ way) 1 It \` II I a _J•_•�_•_.� /_ _ 1 CLEAyINOUT. SEE STORMSEWER/SUBDRAIN ` O -CLEANOUT. SEEDETAIL2JC3.0. APPROXIMATE LOCATION OF RETAINING WALL``` DRAINAGE SYSTEM. SHOWN FOR REFERENCE ONLY. SEE RETAINING WALL DESIGN SECTIONS FOR PLACEMENT, SIZE, AND OTHER INFORMATION. ` —.-;,._..._._.W IBDRUN 7AIL2/C3.0. ` NORTH o g to m Rmpp • DESIGN - GROUP 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchcockdeeigngmup.com PREPARED FOR Iowa City 220 S. Giu eat Sheet Iowa City, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Chel Engineer/ Elechicel Engineer Shiva-Hadeq Iowa City, losing 52245 T 319.3M.3010 APDL 00 2019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION APu12,2019 REVISIONS CHECKED BY DRAWN BY PJV PJV SHEETTITLE GRADING AND DRAINAGE PLAN SHEET NUMBER C2.0 emlg wahwr4 Design Gmp ;l AREA DRAIN AT PLAYGROUND x .m SEE LANDSCAPING PLAN FOR SURFACE MEDIUM. FILTER FABRIC INTAKE GRATE TO BE NEENAH 11-2577 SERIES TYPE B CONVEX GRATE. PRECAST CONCRETE ADJUSTMENT RINGS AS REQUIRED. PRECAST REINFORCED CONCRETE PIPE. 6- CONCRETE COLLAR AT CONNECTION, TYP. 4 PRECAST REINFORCED CONCRETE FLOOR FABRICATED IN COMPLIANCE WITH ASTM C 78. PROVIDE MIN 6' [DOT GRADATION 11 CLASS'W ROADSTONE BASE COMPACTED TO 96% STANDARD PROCTOR DENSITY. UNDISTURBED SUBGRADE. W PERFORATED DRAIN PIPE SURFACING EXISTING SUBGRADE r DUAL WALLED 4• 4• UYP) (TYP) -'ANDARD CLEANOUT STING AND COVER, :ENAH R1970 SERIES OR ST JORDAN EQUIVALENT DISHED GRADE UTILITY CONSTRUCTION NOTES IURED CONCRETE BASE 1. THE MEANS OF THE WORK AND THE SAFETY OF THE PANSION MATERIAL CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF K)UND PIPE THE CONTRACTOR, THE CONTRACTOR HAS A CONTRACTUAL COLLAR AROUND NEW FRAME. LID AND OBLIGATION TO COMPLY WITH ALL APPLICABLE LAWS AND OR 3ER AND WYE TO SE REGULATIONS INCLUDING THOSE OF OSHA. AT NO TIME WILL ICTILE IRON PIPE EITHER THE OWNER OR THE ENGINEER TAKE RESPONSIBILITY MANHOLE IS LESS THAN 6' DEEP, THE ZPURCHASED FOR EITHER THE MEANS OF THE WORK OR THE SAFETY OF THE IURED CONCRETE BASE CONTRACTOR'S EMPLOYEES. SEE PLAN FOR SIZE OF DRAINAGE PIPE. STORM SEWER CLEANOUT IOf A fCML POROUS BACKFILL MEETING SPECIFICATIONS OF IDOT SECTION 4131. ROCK ENVELOPE TO BE WRAPPED IN GROTEXTILE FABRIC TO PREVENT MIGRATION OF ROCK INTO SUBGRAOE. r,1 SUBDRAIN BELOW PLAYGROUND ormr CONTRACTOR TO POUR CONCRETE MULCH COVER OVER COLLAR AROUND NEW FRAME. LID AND MANHOLE. SEE GRADING CONCRETE SPACER RINGS. CONCRETE PLAN FOR ELEVATIONS. TO MEET SUDAS REQUIREMENTS. IF MANHOLE IS LESS THAN 6' DEEP, THE ZPURCHASED REPLACE MANHOLE FRAME AND LID. MANHOLE NEW FRAME AND CASTING SHALL BE FRAME AND LID TO MATCH CITY OF IOWA CITY CAST INTO THE MANHOLE FLAT TOP. STANDARDS. MANHOLE COVERS TO BE T FROM THE CITY OF IOWA CITY. SUITABLE NATIVE BACKFILL MEETING SUDAS AND CITY OF IOWA CITY REQUIREMENTS. —c CONCRETE RINGS AS REQUIRED (MIN OF 4') TO MEET DESIRE COVER OF 15' WITH 17 MAX HEIGHT OF SPACER RINGS, INCLUDING MANHOLE FRAME. SEAL WITH KINSEAL MASTIC OR APPROVED EQUAL JOINTS TO CONFORM TO SUDAS SPECIFICATIONS. �l STORM MANHOLE ADJUSTMENT DETAIL MTASa MANHOLE CASTING TO BE LOWERED. THIS WILL RESULT IN THE REPLACEMENT OF A SINGLE BARREL SECTION. IF THE MANHOLE IS GREATER THAN 6' DEEP (CONTRACTOR TO VERIFY MANHOLE DEPTH PRIOR TO ORDERING NEW BARREL SECTION) THE REPLACEMENT BARREL SECTION SHALL BE AN ECCENTRIC CONE. IF THE MANHOLE IS LESS THAN 6' DEEP THE BARREL SECTION SHALL BE TOPPED WITH A FLAT, PRECAST MANHOLE TOP. 17 MINfir MAX 2. LOCATION, SIZE, AND DEPTH OF BURIED UTILITIES ARE ILLUSTRATED BASED ON AVAILABLE RECORDS FROM THE UTILITY OPERATING AUTHORITY. RECORD LOCATIONS ARE FIELD VERIFIED BASED ON OBSERVABLE SURFACE FEATURES SUCH AS MANHOLES, VALVE BOXES, EVIDENCE OF TRENCHES, ETC. OR FIELD MARKING BY THE OPERATING AUTHORITY WHEREVER POSSIBLE. EXCAVATIONS HAVE NOT BEEN MADE TO VERIFY LOCATIONS OR DEPTH OF BURIED UTILITIES. EXACT LOCATION AND ELEVATION OF ALL UTILITIES MUST BE DETERMINED BY THE CONTRACTOR 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT EACH UTILITY'S OPERATING AUTHORITY AND SCHEDULE JOINT MEET LOCATES. THE CONTRACTOR SHALL VERIFY WITH EACH UTILITY'S OPERATING AUTHORITY THAT LOCATES HAVE BEEN PERFORMED. IOWA ONE CALL SYSTEM: 1500-292-8989. IT IS THE ESSENCE OF THIS CONTRACT TO PROTECT ALL EXISTING UTILITIES. THE CONTRACTOR SHALL WORK TO EXPLORE AND VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES AT LEAST 100 FEET IN ADVANCE OF THE EXCAVATION WORK. IN THE EVENT THAT A UTILITY IS DISCOVERED THAT WAS NOT SHOWN ON THE DRAWINGS OR A SUBSTANTIAL DEVIATION IN LOCATION OR ELEVATION OF A MOWN UTILITY EXISTS, THE CONTRACTOR SHALL REPORT IT TO THE OWNER'S REPRESENTATIVE AS SOON AS DISCOVERED. 4. CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE DUE TO OPERATION OF HEAVY EQUIPMENT. 5. DUST CONTROL: THE CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES WHERE DUST IS GENERATED. FREQUENT WATERING OF THE SITE, SPRINKLING(IRRIGATION, VEGETATIVE COVER, MULCH, WINDBREAKS, TILLAGE, STONE AND SPRAY -0N CHEMICAL SOIL TREATMENTS (PALLIATIVES) ARE POSSIBLE DUST CONTROL MEASURES. IF THE DUST CONTROL IS NOT ACCEPTABLE IT SHALL BE CHANGED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. 6. UTILITIES AND OTHER SITE FEATURES SCHEDULED FOR DEMOLITION ARE NOT SHOWN ON THE SITE UTILITY PLAN. REFER TO THE DEMOLITION PLAN ON SHEET L2.0, 7. ALL UTILITY SHUT DOWNS REQUIRE WRITTEN NOTIFICATION TO THE OWNER USING THE OWNERS CONTRACTOR REQUEST FOR OUTAGE FORM A MINIMUM OF 7 BUSINESS DAYS IN ADVANCE. SHUT DOWN MAY HAVE A DURATION NO MORE THAN 4 HOURS. S. THE ALIGNMENT OF UTILITIES AND OTHER WORK IN THIS CONTRACT HAS BEEN CAREFULLY LAID OUT AND PLANNED FOR FUTURE ACCOMMODATIONS. THE CONTRACTOR IS NOT PERMITTED TO INSTALL UTILITIES AT SIGNIFICANT DEVIATION FROM ALIGNMENT AND DEPTH PROVIDED WITHOUT FIRST RECEIVING APPROVAL FROM THE OWNERS REPRESENTATIVE AND DESIGN PROFESSIONAL. 9. THE CONTRACTOR IS REQUIRED TO BACKFILL THE TRENCH WITH SUITABLE MATERIALS THAT MEET COMPACTION REQUIREMENTS. THE COST TO HAUL OUT EXISTING MATERIALS AND BRING IN NEW MATERIALS IS INCIDENTAL TO THE PROJECT AT NO ADDITIONAL COSTS TO THE OWNER. THE COST TO HAUL IN ADDITIONAL MATERIAL WHEN NATIVE MATERIAL IS BEING COMPACTED TIGHTER THAN THE NSITU CONDITION IS INCIDENTAL TO THE PROJECT AT NO ADDITIONAL COSTS TO THE OWNER. 10. DEWATERING IS INCIDENTAL TO THE PROJECT. THE USE OF DEWATERING EQUIPMENT WILL BE DONE AT THE CONTRACTOR'S OPTION. 11. IF UNSUITABLE SOILS FOR UTILITY BEGGING ARE ENCOUNTERED, CONTACT THE OWNER. ALL UNSUITABLE SOILS SHALL BE REPLACED WITH SPECIFIED COMPACTED BACKFILL AT THE OWNER'S APPROVAL. INSTALL GEOTEXTILE FABRIC WHEN SUBBASE CAN NOT BE STABILIZED WITH ROCK ALONE. INSTALL GEOTEXTILE FABRIC AS PER MANUFACTURER'S RECOMMENDATION AND AT THE OWNERS APPROVAL. 12. EXISTING WATER MAINS ON SITE COULD BE UN -RESTRAINED PIPING, CONTRACTOR TO USE CAUTION AND PROVIDE THRUST BLOCKS MEETING AWWA STANDARDS WHERE NEEDED. no • DESIGN - GROUP 22 E. Chicago Avenue Su to 2WA Naperville, IL 60540 T 630.961.1787 hilchcoftealglgmup.can PREPARED FOR Iowa City 220 S. Gilbert Street Iowa City.1 w 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Egineer/Elechwal Engineer Shiv -Hanery Iowa CRY, Iowa 52245 T 319.354.3010 Y 1 ( APR 02 1019 to aI l Ci Jerk Y Iowa CONSTRUCTION DOCUMENTATION APM 2, 2019 REVISIONS CHECKED BY DRAWN BY PJV PJV SHEETTITLE CIVIL DETAILS AND NOTES SHEET NUMBER C3.0 D301e HXlm Gmp fm ex.zs \� PROTECT EXISTING CONDUIT EXISTING ELECTRICAL LINE UP (SEE PHOTO) _E_ _ _ _ _ -E E0 - E a _ -E sueo _-E- - _ - _ -E- _ _ _ _ -E- _ _ _ - -E- - _ _ _ -E- _ _ _ _ - E- _ 651.19 /n 1 1 t 1 ncc NEW LIGHT POLE L1 ' 1 1 1 1 (2) #10 AND #10 GND IN V PVC CONDUIT - 0 672.20 GM86 NORTH 0 0 10 m SC/l£ W iFET U PROTECT EXISTING CONDUIT EXISTING ELECTRICAL POWER POLE PROTECT EXISTING ° (6)#10 AND#10 GND IN I) 4• PVC CONDUIT I O 1 � nAasa v� / 1 m 1 0 o , • I Ei �f� 1 `♦ (6)#12 AND#12 GND 1 1--w�"—'—w_ \\ IN P PVC CONDUIT I 1 NEW ELECTRICAL HANDHOLE � o NEW PHOTOCELL (2) #12 AND #12 GND IN We RGS CONDUIT (2) #12 WITH #12 GND IN 1• PVC CONDUIT UNDERGROUND ORt RGS CONDUIT IN WP GFI TO BE INSTALLED IN RECEPTACLE HOLES WITHIN U L1 ELECTRICAL SITE PLAN J WP OR TO BE INSTALLED IN 1 PRECUT RECEPTACLE HOLES 1 WITHIN SHELTER COLUMN ~(2) #12 AND #12 GND IN t• RGS I 1 I/ / I I �(2)#1 0 AND IN 1• PVC C( NEW LIGHT POLE GPPS4 FIXTURE WITH REMOTE MOUNTED PHOTOCELL. INSTALL LIGHT PER MANUFACTURERS SPECIFICATIONS. I. 00 PANEL I SEE PANEL LIhSIy ELECTRICAL LINE UP ELECTRICAL CONSTRUCTION NOTES 1. TRANSITION FROM UNDERGROUND PVC TO RMC CONDUIT AT SHELTER SLAB. 2. ALL EXPOSED CONDUIT SHALL BE RMC CONDUIT. INSTALL TIGHT TO STRUCTURE TO PREVENT VANDALISM. 3. ALL We GFI RECEPTACLES SHALL HAVE EXTRA DUTY IN -USE COVERS. 4. NEW PHOTOCELL SHALL POINT NORTH AND AWAY FROM OTHER LIGHTS. 5. ALL CONDUCTORS SHALL BE COPPER THHNTRIWN-2. HITCHCOCK GROUPDESIGN 22 E, Chicago Avenue Suite 200A Naperville, IL 60540 T 630 961.1787 hitUcocla ealpngrap.cam PREPARED FOR Iowa City 220 S. Gilbert Street Irn CRY, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Engineer/ Elechical Engineer Shry Haneq Iowa CM/, Iowa 52245 T 319.354.3049 M 02 2019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION Apra 2, 2019 REVISIONS CHECKED BY DRAWN BY MLF PJV SHEETTITLE ELECTRICAL SITE PLAN SHEET NUMBER E1.0 om,ar#d,mtl�owyP cm.P FINISHED GRADE COMPACTED B, UNDISTURBED BOLT -DOWN COVER OUAZITE SERVICE BOX SEE PLAN E1.0 FOR NUMBER, SIZE, AND MATERIAL OF CONDUITS PEA GRAVEL I- CLEAN ROADSTONE NOTE: 1. CONTRACTOR SHALL ADJUST RIM ELEVATION PRIOR TO FINISHED GRADE. 2. FOR LIGHTING HAND HOLE, USE MIN 12'X12' BOX WITH LID 3. HAND HOLE LID TO BE LABELED'ELECTWCAL' 4. SWEEP CONDUITS UP THROUGH GRAVEL AND OPEN BOTTOM OF PULLSOX. 5. ALL CONDUITS TO BE STUBBED UP 4' MIN AND 6'MAX ABOVE ROCK SURFACE TO AVOID ROCKS IN CONDUITS. 6. ALL CONNECTIONS IN HAND HOLES SHALL USE WATER PROOF SPLICES. IN -GRADE HAND HOLE � 4n 199.uc PHILIPS LUMEC LUMINAIRE: GPLS4137-16L70ONW-G2-R2M-UNV-DMG-OS-0 2-RCD-COLTX-PSA-4 (FIXTURE W/ OCCUPANCY HOLO SENSOR) (RECEPTACLE) LAMPS, WATTS, AND AC VOLTS: 3616 LUMENS 38 WATTS 120 VOLTS PHILIPS LUMEC POLE: ATR74B-14'-1A-GFII-COLTX-i X36-101/2DEC 14' POLE / TAPERED ROUND ALUMINUMINATURAL FINISH. 5' X 8' MIN. HANDHOLE DUCT TO EXTEND 6' ABOVE TOP OF FOOTING, GRADE LEVEL BASE MOUNTING METHOD PER MANUFACTURERS SPECIFICATIONS. CAD -WELD CONNECTION TO N6 AWG SOLID CU WIRE Y4m PVC CONDUIT CONDUIT(S) SUE AND CONDUCTOR(S) PER PLAN E1.0. 24' DIAMETER CONCRETE FOOTING WITH A DEPTH OF 8'4Y 5/8' X 10'-0' COPPER CLAD STEEL GROUND ROD REFERENCE IOWA DOT LF201 TYPE A FOOTING CONSTRUCTION DETAILS. LIGHT POLE AND LIGHT POLE BASE LKWNO FD(TM SCHEDULE PANEBOAFD MANUFACTMIDI AND MODEL NUMBER LAMPS VOLTS MOUNTING REMARKS L1 PHILLIPS LUMEC LUMINMRE. 3518 120V GRADE PEDESTRIAN WALKWAY , GPL&037461_700NW-G2R21M-UNV-DMG-0 2 -RCD 11(1 PSAd LUMENS wmm LEVEL o (FIXTURE WX)CCUPANCY HMO SENSORNRECFFrACLE) 38W d� BASE m PHILUPS LUMEX POLE: ATRAB-14'1A-GFI I-CDLTX.1X 10 I1 C LED 14' POLE/TAPERED ROUND ALUMINUMRUTURAL FINISH MAIN r MMA 12 KENALL HERCULUX 5154 LUMENS /2w CEILING NOTE 1 111212FM DB-PP-50L40K-0CC.PV 54W LED SHELTER RECEPT / a sA • UNIABELEO SHELTER RECEPT STRUCTURE • NOTE: 1. PROVIDE NEW REMOTE PHOTOCELL FOR RKTURE NOTES: 1. -DENOTES NEW BREAKER 2. ALL NEW LIGHTS TYPE L1 AND L2 TO BE FED FROM CIRCUIT M12. 3. PROVIDE DEDICATED NEUTRAL FOR ALL CIRCUITS. •• 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchmckdesigngroup.can PREPARED FOR Iowa City 220 S. Gilbert Street Iowa City, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Eglneery Elechlcal Engineer Shive-Hadery Iowa Cry, Iowa 52245 T 319.354.3040 APR 02 2019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION Apart 2.2019 REVISIONS CHECKED BY DRAWN BY MLF PN SHEETTITLE ELECTRICAL DETAILS, SPECS, AND NOTES SHEET NUMBER E2.0 e;U19HWAmC.Dw,i Gwp PANEBOAFD BtMnMs E Mena ov rmrx _ 1.µo ws , as wmm nH r�z s o sse sw,w r: a d� m MAIN r MMA -- • MAIN CONTINUED • SHELTER RECEPT • 'yM, a sA • UNIABELEO SHELTER RECEPT I 'aN • Mw • REST ROOMS POND LIGHTS • 1ey • >.N4 m FURNACE • 'aN n AREA LIGHTS NOTES: 1. -DENOTES NEW BREAKER 2. ALL NEW LIGHTS TYPE L1 AND L2 TO BE FED FROM CIRCUIT M12. 3. PROVIDE DEDICATED NEUTRAL FOR ALL CIRCUITS. •• 22 E. Chicago Avenue Suite 200A Naperville, IL 60540 T 630.961.1787 hitchmckdesigngroup.can PREPARED FOR Iowa City 220 S. Gilbert Street Iowa City, Iowa 52240 PROJECT City Park Adventure Playground 200 Park Road Iowa City, Iowa 52246 CONSULTANTS Civil Eglneery Elechlcal Engineer Shive-Hadery Iowa Cry, Iowa 52245 T 319.354.3040 APR 02 2019 City Clerk Iowa City, Iowa CONSTRUCTION DOCUMENTATION Apart 2.2019 REVISIONS CHECKED BY DRAWN BY MLF PN SHEETTITLE ELECTRICAL DETAILS, SPECS, AND NOTES SHEET NUMBER E2.0 e;U19HWAmC.Dw,i Gwp 111 P® @Gila PRESS -CITIZEN MEDIA PART OF THE USA TODAY NETWORK CITY OF IOWA CITY ICPD 410 E WASHINGTON ST IOWA CITY LA 522401825 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 that an advertisement, a printed copy of which is attached as Exhibit "A" and made part of this affidavit, was printed and published in Iowa City Press Citizen on the following dates: Ad No. Start Date: Run Dates: Cost: 0003481956 4/10/19 04/10/19 $37.63 Copy of Advertisement Exhibit "A" ipU A )Iq �P: V. { NNOTAR), `•. CIO OFW;SIIG\\``O h Subscribed and sworn to before affiant this 10th day of April. 2019 Nota u� q) 141 Commission expires # of Affidavits on that of Site Project Manual and d cost are now on file in e of the Cit Clerk in the 11 in Iowa City, Iowa, and be inspected by any :d persons. nterested persons may at said meeting of the City for the purpose of making is to and comments ng said Project Manual or ost of making said went. ace is given by order of the uncil_ of the. City of Iowa. W Prepared by: Brett Zimmerman, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5044 Resolution No. 19-107 Resolution approving project manual and estimate of cost for the construction of the City Park Adventure Playground 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 account # R4356 — Lower City Park Adventure Playground Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa that: 1. The project manual and estimate of cost for the above-named project are hereby approved. 2. The amount of bid security to accompany each bid for the construction of the above- named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer, City of Iowa City, Iowa. 3. The City Clerk is hereby authorized and directed to post notice as required in Section 26.3, not less than 13 days and not more than 45 days before the date of the bid letting, which may be satisfied by timely posting notice on the Construction Update Network, operated by the Master Builder of Iowa, and the Iowa League of Cities website. 4. Sealed bids for the above-named project are to be received by the City of Iowa City, Iowa, at the Office of the City Clerk, at the City Hall, before 10:00 a.m. on the 14'1' day of May, 2019. At that time, the bids will be opened by the City Engineer or his designee, and thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, at 7:00 p.m. on the 2151 day of May, 2019, or at a special meeting called for that purpose. Passed and approved this 23rd day of Apri 1 2019. Ma or Attest: Ci Clerk Approved by City Attorney's Office I L( Resolution No. 19-107 Page 2 It was moved by Salih and seconded by Cole adopted, and upon roll call there were: Ayes: Nays: Absent: the Resolution be Cole Mims Salih Taylor Teague Thomas Throgmorton 1_ro- I . IOWA LEAGUE QfCITIES CERTIFICATE The Iowa League of Cities an entity organized under the laws of Iowa as an instrumentality of its member cities, with its principal place of business in Des Moines, Polk County, Iowa, does hereby certify that I am now and was at the time hereinafter mentioned, the duly qualified and acting Executive Director of the Iowa League of Cities, and that as such Executive Director of the League and by full authority from the Executive Board, I have caused a NOTICE TO BIDDERS Notice to Bidders - City Park Adventure Playground Project Classified ID: 117575 A printed copy of which is attached and made part of this certificate, provided on 04/24/2019 to be posted on the Iowa League of Cities' intemet site on the following date: April 24, 2019 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. 4/24/2019 oj-t,�, W Alan Kemp, Executive Director 0100 NOTICE TO BIDDERS CITY PARK ADVENTURE PLAYGROUND PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 10: A.M. on the 14'" day of May 2019. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 215' day of May 2019, or at special meeting called for that purpose. A public hearing will be held during this meeting. The Project will involve the following: Site preparation, existing building & footing demolition, concrete footings, play equipment installation, earthwork, play surfacing, segmental walls, site lighting, drainage, planting, and 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 five (5) years from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Start Date: June 3, 2019 Substantial Completion: August 28, 2019 Final Completion: September 7, 2019 Liquidated Damages: $500 per day The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, Toll -Free: (800) 779-0093 A fee representing the exact cost of reproduction is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics. The fee is non-refundable. 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 Julie Voparil From: Kelsey Hutchison <khutchison@mbi.build> Sent: Thursday, April 25, 2019 11:57 AM To: Julie Voparil Subject: Certificate for Notice to Bidders Attachments: 4.25.19 notice to bidders.pdf Certificate The undersigned, being first duly sworn on oath, states that The Construction Update Plan Room Network ("CU Network") is a corporation duly organized and existing under the laws of the State of Iowa, with its principal place of business in Des Moines, Polk County, Iowa. The undersigned also states that he is now and was at the time hereinafter mentioned, the duly qualified and acting President / CEO of the CU Network, and that as such President / CEO of the CU Network and by full authority from the Executive Board, he caused a NOTICE TO BIDDERS City Park Adventure Playground Project in Iowa City 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): April 25, 2019 I certify under penalty of perjury and pursuant to the laws of the State of Iowa that the preceding is true and correct. April 25, 2019 Date President/CEO of The Construction Update Plan Room Network Kelsey Hutchison Master Builders of Iowa • Administrative Assistant 221 Park Street • PO Box 695 • Des Moines • Iowa • 50306 [d] 515.657.4381 • [o] 515.288.8904 [e] khutchisonna.mbi.build • [w] www.mbi.build [Plan Room) www.iowaconstructionupdate.com Stay iConnected f1'1* n RECEIVED APR 2 4 2019 0100 NOTICE TO BIDDERS CITY PARK ADVENTURE PLAYGROUND PROJECT Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 10: A.M. on the 1411 day of May 2019. Sealed proposals will be opened immediately thereafter. Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the 21 51 day of May 2019, or at special meeting called for that purpose. A public hearing will be held during this meeting. The Project will involve the following: and 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 Cleric. Each proposal shall be completed on a form furnished by the City and must be submitted in a sealed envelope. In addition, a separate sealed envelope shall be submitted containing a completed Bidder Status Form and a bid security executed by a corporation authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the City Council's award of the contract and post bond satisfactory to the City (in the form shown in Section 0510) ensuring the faithful performance of the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the other contract documents. The City shall retain the bid security furnished by the successful bidder until the approved contract has been executed, the required Performance, Payment, and Maintenance Bond (as shown in Section 0510) has been filed by the bidder guaranteeing the performance of the contract, and the contract and security have been approved by the City. The City shall promptly return the checks or bidder's bonds of unsuccessful bidders to the bidders as soon as the successful bidder is determined or within thirty days, whichever is sooner. The successful bidder will be required to furnish a Performance, Payment, and Maintenance Bond in an amount equal to one hundred percent (100%) of the contract price and in the form shown in Section 0510, said bond to be issued by a responsible surety approved by the City, and shall guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall also guarantee the maintenance of the Improvement for a period of five (5) years from and after its completion and formal acceptance by the City Council. The following limitations shall apply to this Project: Specified Start Date: June 3, 2019 Substantial Completion: August 28, 2019 Final Completion: September 7, 2019 Liquidated Damages: $500 per day The Project Manual may be examined at the office of the City Clerk. Copies thereof and blank forms may be secured at the office of Technigraphics, a division of Rapids Reproductions located at 415 Highland Ave, Suite 100, Iowa City, Iowa 52240, Phone: (319) 354-5950, Fax: (319) 354- 8973, 548973, Toll -Free: (800) 779-0093 A fee representing the exact cost of reproduction is required for each set of the Project Manual provided to bidders or other interested persons. The fee shall be in the form of a check, made payable to Technigraphics. The fee is non-refundable. 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 w Prepared by: Brett Zimmerman, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319)356-5044 Resolution No. 19-138 Resolution awarding contract and authorizing the Mayor to sign and the City Clerk to attest a contract for construction of the City Park Adventure Playground Project and the purchase of the Playground Equipment. Whereas, All American Concrete, Inc. of West Liberty, Iowa has submitted the lowest responsible bid of $458,795.50 for construction of the above-named project; and Whereas, the bid includes the base bid and Alternate #1; and Whereas, the playground equipment is being purchased through the National Cooperative Purchasing Alliance for approximately $283,777; and Whereas, funds for this project are available in the City Park Adventure Playground account #R4356; and Whereas, the City Engineer and City Manager are authorized to execute change orders according to the City's Purchasing Policy as they may become necessary in the construction of the above- named project. Now, therefore, be it resolved by the City Council of the City of Iowa City, Iowa, that: 1. The contract for the construction of the above-named project for the base bid plus Alternate #1 is hereby awarded to All American Concrete, Inc., subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 2. The Mayor is hereby authorized to sign the contract for construction of the above-named project and the Contractor's Bond, subject to the condition that awardee secure adequate performance and payment bond, insurance certificates, and contract compliance program statements. 3. The contract for the playground equipment of the above-named project hereby awarded to Outdoor Recreation Products and Reese Recreation Products Incorporated, subject to the condition that awardee secure adequate insurance certificates and contract compliance program statements. The City Manager or designee is authorized to sign the contract. Passed and approved this 21st day of May _,2019 G. Appybved by Attest: Z1� Ci rk City Attorney's Office Resolution No. Page 2 19-138 It was moved by Mims and seconded by Thomas the Resolution be adopted, and upon roll call there were: AYES: NAYS ABSENT: Cole Mims Salih Taylor Teague Thomas Throgmorton 0500 CONTRACT CITY PARK ADVENTURE PLAYGROUND PROJECT CITY OF IOWA CITY THIS CONTRACT is made and entered into by and between the City of Iowa City, Iowa ("City"), and All Anne ic" ConCI.44C , Tht• • ("Contractor"). WHEj EAS the City has prepared certain Plans, Specifications, Proposal and Contract dated the ;PL day of Ap ri I 20 19 , for the City Park Adventure Playground ("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 N 1. The Contractor hereby agrees to perform the Project, including th4tase Bid and Alternate #1 for the sums listed in its Proposal including the totlter&d ampiint of $ 45s, 795. 50 which sums are incorporated herei gjhis�&fere n-< ry r.. 2. This Contract consists of the Contract Documents, as defined pe Sectio ` 10, 1.03, and the following additional component parts which are ell: in by reference: �: ro v a. Contractor's Completed Bidder Status Form; attached heretoond b. Contractor's Completed Contract Compliance Program (Anti - Discrimination Requirements) Assurance, if applicable, pursuant to Section 0200, attached hereto; and C. Contractor's Completed Wage Theft Affidavit, if applicable, pursuant to Section 0200, attached hereto. The above components are deemed complementary and what is called for by one shall be as binding as if called for by all. City Park Adventure Playground Project 0500 — Page 1 of 2 OMS: CUR lomv o -A craw Sola Y'l S1 W S: 2? 3. The names of subcontractors acknowledged by City, together with quantities, unit prices, and extended dollar amounts, are as follows (or shown on an attachment): NAME Sec QUANTITY I UNIT PRICE TOTAL AMOUNT 040(cyed pad S DATED this day of ::r�l V1 , 20 -1 I -- City .City Contractor of City Official J r U Signature of Contractor Officer �1QM"5 4 - —/ �7M r-tor-� Printed Name of ity Official ATTEST: B n Citf Clerk (for For I Projects only) APPROVED BY: City Attorney's Office A! Printed Name of Contractor Officer 0 :o Title of C*r or ice�— �� J AT T: a M "(Company City Park Adventure Playground Project 0500 - Page 2 of 2 Main Office 319.627.2226 Phone 319.627.7235 Fax office@aaconcreteinc.com I'M a�, U M CONME 1489 Highway 6 West Liberty, 14 52776 * Estunating 319.627.2221 Phone 319.627.2227 Fax Subcontractors & breakdowns for City Park Adventure Playground Soil Tek Description Quantity & Unit Unit Price Sub Total Item 10. Hydraulic seeding, seeding, fertilizing .25 AC $10,000 $2500 Mulching 34• Filter Sock, 9" Diameter 395 LF $2.50 $987.50 35. Filter Socks, Removal 395 LF $1.00 $395 42. Inlet Protection 2 EA $200 $400 43• Tree Protectdion 12 EA $450 $5400 55• Erosion Control Blanket 1334 SY $2.25 $3001.50 N O Forever Green Description Quantity & Unit Unit Price a *22ub`cgota1_11 Item it. Autumn Brilliance Serviceberry 2 EA $504.50�-4-440gcy� i I- 12. Eastern Redbud, 8' 2 EA $504.50 --12009 m 13. Kousa Dogwood, 8' 3 EA $537.50 �1361ao 14. Norther Catalpa, 15 gal. 3 EA $480.30 f*4481190 15. Sour Gum, B & B 2 EA $583.50 �' $116yw 16. Slender Deutzia, 24" Ht. 5 EA $95 $475 17. Golden Tide Forsythia, 24" Ht. 9 EA $61.60 $554.40 18. Limelight Hydrangea, 36" Ht. 9 EA $84.6o $761.40 19. Oakleaf Hydrangea, 36" Ht. 15 EA $75.70 $1135.50 20. Henry's Garnet Sweetspire, 36" Ht. a EA $63.05 $693.55 21. Arrowwood Viburnum, 36" Ht. 7 EA $67.50 $472.50 22. Dense Yew, 36" Ht. 3 EA $82.30 $246.90 23. Schottland Hair Grass, 1 gal. 49 EA $20.15 $987.35 24. Bottlebrush Grass, 1 gal. 37 EA $20.75 $767.75 25. Switch Grass, 1 gal. 24 EA $22.32 $535.68 26. Pennsylvania Sedge, 4" pot 259 EA $7.44 $1926.96 27. Summer Beauty Globe Lily 45 EA $19 $855 28. Hayscented Fern, 4" pot 20 EA $26 $520 29. Big leaf Aster, 4" pot 33 EA $22.09 $728.97 30. Hosta Guacamole/Plantain Lily 26 EA $22.44 $58344 31. Bowman's Root, 4" pot 32 EA $17.25 $552 32. Black-eyed Susan, 1 gal. 62 EA $21 $1302 53• Retaining wall 735 SF $56.70 $41,674.50 54• Manufactured Stone Steps 12 EA $315 $378o 56. Mulch 14 CY $100 $1400 !OMI,/ CTIA' 10ml Sofa *ii3'i Z*',S 6!123 9 4 S "_: "Includes just 1 watering, soil amendments by others. Gerard Electric Description Quantity & Unit Unit Price Sub Total Item 1.1 Electrical Service 1 LS 5828 5828 1.2 Conduit, Wiring, Connectors 1 LS $89oo $89oo 1.3 Pedestrian Light 3 EA $5500 516,500 1.4 Shelter Light i EA $930 $930 1.5 GFI Receptacles 2 EA $240 $48o Charlie's Weldine Description Quantity& Unit Unit Price Sub Total Item 45• Handrail i LS $3100 $3100 All In 1 ,civ Rer Description Quantity & Unit Unit Price Sub Total Item 50 & 51. Play Surfacing PIP 1 LS $36,299.02 $36,299.02 O.o DDS —+ c x Cli P_ a O C7 rn 0 CA N 4' W Bidder Status Form To be completed by all bidders Part A Please answer "Yes" or "No" for each of the following: 2 res ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). ❑ Yeses ❑ No My company has an office to transact business in Iowa. ffres ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑'fes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. [t}'les ❑ 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 nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: o 8 rescnt' 1489 hew 6 Dates: of 0 / / to � / / Address: 1 City, State, Zip: I�Je S i� tit , r� . 52-7-7 6 Dates: / / to / / Address: City, State, Zip: Dates: /—/—to / / Address: You may attach additional sheet(s) if needed. City, State, Zip: To be completed by non-resident bidders c Part C o .e 1. Name of home state or foreign country reported to the Iowa Secretary of State: ZI n c `j 2. Does your company's home state or foreign country offer preferences to resident bidders, reser labotlYes ❑ No force preferences or any other type of preference to bidders or laborers? : r- 3. If you answered "Yes" to question 2, identify each preference offered by your company's home o7Rorei untry and the appropriate legal citation. D rV W You may attach additional sheet(s) if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may beta reason to reject my bid. Firm Name: Ail Anit✓Icam Con(./de -i-nC . Signature: Date: 5-J4-101 You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissioner. 309-6001 (09-15) 0520 CONTRACT COMPLIANCE SECTION I - GENERAL POLICY STATEMENT It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This policy prohibits discrimination by the City's contractors, consultants and vendors and requires them to ensure that applicants seeking employment with them and their employees are treated equally without regard to race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status, and age. It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and opportunity to gain and maintain employment. PROVISIONS: 1. All contractors, vendors, and consultants requesting to do business with the City must submit an Equal Opportunity Policy Statement before the execution of the contract. 2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by another governmental agency) must abide by the requirements of the City's Contract Compliance Program. Emergency contracts may be exempt from this provision at the discretion of the City. Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the City's Human Rights Ordinance, !F-1 ich is coded at Article 2 of the City Code. o gc-) C- 3. Contracting departments are responsible for assuring that City contract0i3,-uen(*s, and consultants are made aware of the City's Contract Compliance PQr9m rmporti= responsibilities and receive the appropriate reporting forms. A "notificatio @Ame is will be included in any request for proposal and notice of bids.o � = M �c off Prior to execution of the contract, the completed and signed Assuranpe of Cr%plian (located on pages CC -2 and CC -3) or other required material must be recged 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. All contractors, vendors, and consultants must assure that their subcontractors abide by the City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code section 2-3-1. City Park Adventure Playground Project 0520 — Page 1 of 6 SECTION II - ASSURANCE OF COMPLIANCE The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program which will be reviewed for acceptability. PLEASE RETURN PAGES 2 THROUGH 3 OF THIS SECTION TO THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT. With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows: (For the purposes of these minimum requirements, "contractor" shall include consultants and vendors.) The contractor will not discriminate against any employee or applicant for employment and will take affirmative efforts to ensure applicants and employees are treated during employment without regard to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability, marital status, and age. Such efforts shall include, but not be limited to the following: employment, promotion, demotion, or transfer; recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 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 staWnent. 0 Where is this statement posted? o � 6� Tri owr break roewi nex+ 4%-Hryleclock . OAFso5rl — ^^rr-- _;C-) -J Obt/ 0Yi7f.0 Gr -fl M O g� N 4. What is the name, telephone number and address of your business' Equal Et ployment Opportunity Officer? (Please print) Jodr !(+ (imo ✓1 101 -L2,7 -?L 14S4l H-WJ L Phone Number Stre t Address We s+ L;b.c!!� t T:-,4, T;ln 7 b City, State,1Jp Code City Park Adventure Playground 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? c I+eC+ed on ow, app lica hbM aHyl ahu e!rel ecc wantcA advsr-licing +4Nx4 bit The above responses are true and correctly reflect our Equal Employment Opportunity policies. AuArne4icsmConcrak Mn( • Sia -4r7— a;,lG Business Name Phone Number UOeli AU-P;Pq Vivre Pretiden-- Signature Title jod; 4-3 - 19 Print Name Date C:�b D —1 _Y C-) r M CD M _ir C.r1 r City Park Adventure Playground 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. N 4. RECRUITMENT o (a) Let potential employees know you are an equal opportunity empl Ttys can b4-, done by identifying yourself on all recruitment advertising as "an qQ oO�)rtuni employer". n-< ry (b) Use recruitment sources that are likely to yield diverse aprtp'carltu pools. Word-of-mouth recruitment will only perpetuate the current co tiortaof yc6j workforce. Send recruitment sources a letter annually whicli5Ear� ruts yg commitment to equal employment opportunity and requests thV assifnce in helping you reach diverse applicant pools. -n (c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory barriers. (d) Select and train persons involved in the employment process to use objective standards and to support equal employment opportunity goals. (e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review education and experience requirements to make sure they accurately reflect the requirements for successful job performance. (f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this information necessary to judge an applicant's ability to perform the job applied for?" Only use job-related tests which do not adversely affect any particular group of people. (g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal interviews can be a major source of City Park Adventure Playground Project 0520 — Page 4 of 6 �-. , n.k �-.•.. rim 5" ," r - {'f "�? ' + "i47 1�c'Ailx,a a 4 '1JFF .v MC vg ,W y �"-4 ',�1sG1 :!'iC •w M �� Fevjl'� y YY f �� a�u.�T� ^..�� L .y,�� , 31M1� � :I�n.[ rye °4'...'c Odra �{A z, j "'r,;haY +i� `arr Y 6. kf t1Y iA IC �. S' � '.fiWCO 9i G •� F� ti9 �u*4' W ' �-. , n.k �-.•.. rim 5" ," r - {'f "�? ' + "i47 1�c'Ailx,a a 4 '1JFF .v MC vg ,W y �"-4 ',�1sG1 :!'iC •w M �� Fevjl'� y YY f �� a�u.�T� ^..�� L .y,�� , 31M1� � :I�n.[ rye °4'...'c Odra �{A z, j "'r,;haY +i� `arr Y 6. kf t1Y iA IC �. discrimination. (h) Improve hiring and selection procedures and use non -biased promotion, transfer and training policies to increase and/or improve the diversity of your workforce representation. Companies must make sure procedures for selecting candidates for promotion, transfer and training are based upon a fair assessment of an employee's ability and work record. Furthermore, all companies should post and otherwise publicize all job promotional opportunities and encourage all qualified employees to bid on them. For your information is a copy of Section 2 - 3 - 1 of the Iowa City Code of Ordinances which prohibits certain discriminatory practices in employment can be found at: http://www.sterlingcodifiers.com/codebook/index.php?book id=953. Please note that the protected characteristics include some not mandated for protection by Federal or State law. As a contractor, consultant or vendor doing business with the City of Iowa City you are required to abide by the provisions of the local ordinance in conjunction with your performance under a contract with the City. City Park Adventure Playground Project 0520 - Page 5 of 6 0 O n �n ` �1 C-) r r m -v m �T. = N D cn r City Park Adventure Playground Project 0520 - Page 5 of 6 El Main Office 319.627.2226 Phone 319.627.7235 Fax office@aaconcreteinc.com MAWR = T , Io 1489 Highway 6 West Liberty, 1A 52776 EQUAL EMPLOYMENT OPPORTUNITY POLICY Updated 7/22/2010 To All Employees of All American Concrete, Inc. A. Operating Statement * Estimating 319.627.2221 Phone 319.627.2227 Fax It is the policy of All American Concrete, Inc. to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, sexual orientation, color, national origin, age, disability, creed, gender identity, marital status or any other classification protected by federal, state, or local laws. Such action shall include: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship, pre apprenticeship, and/ or on job training. Further, this Company and its employees will provide a working environment free from such discrimination. 8 All Employees are encouraged to refer minority and women appQ"ts 6lRd applicants with disabilities for employment. n z rrn -o M The Equal Employment Opportunity Officer for All American Concret. N b Name: Jodi Simon r Address: 1489 Highway 6 West Liberty, Iowa 52776 Telephone Number: 319-627-2226 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. 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 sha%onstitute a default under the contract. s o IV. Waivers. If a person or entity is ineligible to contract with the City as JL�rQult 3tthe Woe Theft Policy it may submit a request in writing indicating that one or ofde foqg actions have been taken: .r f a. There has been a bona fide change in ownership or controlinAibleiD�rson or entity; � b. Disciplinary action has been taken against the individual(s) respone�rble for if% acts giving rise to the violation(s); C. Remedial action has been taken to prevent a recurrence of the acts giving rise to the disqualification or default; or d. Other factors that the person or entity believes are relevant. City Park Adventure Playground Project 0530 — Page 1 of 3 The City Manager or Designee shall review the documentation submitted, make any inquiries deemed necessary, request additional documentation if warranted and determine whether a reduction in the ineligibility period or waiver is warranted. Should the City Manager or Designee determine that a reduction or waiver of the ineligibility period is warranted the City Manager or Designee shall make such recommendation to the City Council. The City Council will make a final decision as to whether to grant a reduction or waiver. City Park Adventure Playground Project 0530 — Page 2 of 3 N m Z5 n t �O D 4 Z ` C) -GN =4 C-) - r =<� _ m D c.n r City Park Adventure Playground Project 0530 — Page 2 of 3 STATE OF 10i,)A- WAGE THEFT AFFIDAVIT M L'S C aA>- C COUNTY ss: I, ( I o 0 i �I rYI O n , upon being duly sworn, state asfollows: 1. I am the U1(,c Prtside-r- [position) of All Al2ViC &,'1 COnve-�'c Tn( [`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 An Am1-+^c a^Cu,L,c,rdc S✓x• [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. OLID Signature nn This record was acknowledged before me on \ �. a ]� oLVI (date) by 56(l1 31V,^0h (name of individual) as (type of authority, such as office or trustee) of Nq�4(hame of party on behalf of whom the record vSff)ex4;;uted f ' i f D� z C-) J r :<rn NICOLE B POLITO [so" �k" Commission Number 780888 My Co n zpiros y c n o r City Park Adventure Playground Project 0530 — Page 3 of 3 0510 PERFORMANCE, PAYMENT, AND MAINTENANCE BOND CITY PARK ADVENTURE PLAYGROUND PROJECT CITY OF IOWA CITY Bond Number SY94179 KNOW ALL BY THESE PRESENTS: That we, All American Concrete Inc. , as Principal (hereinafter the "Contractor" or "Principal") and IMT Insurance Company as Surety are held and firmly bound unto City of Iowa City, Iowa, as Obligee (hereinafter referred to as "the Jurisdiction"), and to all persons who may be injured by any breach of any of the conditions of this Bond in the penal sum of Four Hundred Fifty-eight Thousand Seven Hundred Ninety-five & 50/100ths---------------- -------- dollars ($ 458,795.50 ------------------- - 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 29th day of May 2019 , (hereinafter the "Contract') wherein said Contractor undertakes and agrees to construct the following described improvements: Site preparation, demolition, cast in place concrete, play equipment installation, earthwork, play surfacing, segmental walls, site lighting drainage, planting, and restoration. and to faithfully perform all the terms and requirements of said Contract within the time therein specified, in a good and workmanlike manner, and in accordance with the Contract Documents. It is expressly understood and agreed by the Contractor and Surety in this bond that the following provisions are a part of this Bond and are binding upon said Contractor and Surety, to -wit: 1. PERFORMANCE: The Contractor shall well and faithfully observe, perform, fulfill, and abide by each and every covenant, condition, and part of said Contract, by reference made a part hereof, for the above referenced improvements, and shall indemnify and save harmless the Jurisdiction from all outlay and expense incurred by the Jurisdiction by reason of the Contractor's default of failure to perform as required. The Contractor shall also be responsible for the default or failure to perform as required under the Coot act and Contract Documents by all its subcontractors, suppliers, agents, or emmDyeesarnishing materials or providing labor in the performance of the Contract. c- C 2. PAYMENT: The Contractor and the Surety on this Bond hereby a e'Storpay altyest claims submitted by persons, firms, subcontractors, and corporations.fEi shinV mat is s for or performing labor in the performance of the Contract on accou ho this d is given, including but not limited to claims for all amounts due bQQ,, ma Is, lubricants, oil, gasoline, repairs on machinery, equipment, and tools , consCirtled o�8ed by the Contractor or any subcontractor, wherein the same are not satisfig 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 City Park Adventure Playground Project 0510 — Page 1 of 4 J corporations unless the claims of said claimants against said portion of the contract price shall have been established as provided by law. The Contractor and Surety hereby bind themselves to the obligations and conditions set forth in Chapter 573 of the Iowa Code, which by this reference is made a part hereof as though fully set out herein. 3. MAINTENANCE: The Contractor and the Surety on this Bond hereby agree, at their own expense: A. To remedy any and all defects that may develop in or result from work to be performed under the Contract within the period of five years (5) from the date of acceptance of the work under the Contract, by reason of defects in workmanship or materials used in construction of said work; B. To keep all work in continuous good 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 Winst the Contractor. o D. That no provision of this Bond or of any other contract shall b"a4d t limi less that five years after the acceptance of the work under the 0&5act a rig" sue on this Bond. r, -a E. That as used herein, the phrase "all outlay and expense' is not top limited inoff way, but shall include the actual and reasonable costs and expgb the Jurisdiction including interest, benefits, and overhead "e agpli4Z. Accordingly, "all outlay and expense' would include but not be limed to Aq 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. 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 City Park Adventure Playground Project 0510 — Page 2 of 4 IUAV' Clikb ULU S Sola'll."i Si 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. City City Park Adventure Playground Project 0510 — Page 3 of 4 0 bCID b < x m n N o Cn 4.— 0510 — Page 3 of 4 PRINCIPAL: All American Concrete Inc. JOJI Sirno n Printed Name of Contractor Officer MIM Officer Vtce ?,resider- -f -Title of Contractor Officer NOTE: SURETY: IMT Insurance Company Surety Company Name By Signaturb bf Attorney -in -Fact Officer Nancy D. Baltutat Printed Name of Attorney -in -Fact Officer LMC Insurance & Risk Management Company Name of Attorney -in -Fact 4200 University Avenue #200 Company Address of Attorney -in -Fact West Des Moines IA 50266 City, State, Zip Code of Attorney -in -Fact 515-244-0166 Telephone Number of Attorney -in -Fact 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. I 0 b � N � Qz z m a N City Park Adventure Playground Project 0510 — Page 4 of 4 IMT INSURANCE POWER OF ATTORNEY Know All Persons By These Presents, that IMT Insurance Company a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of West Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Jeffrey R. Baker, Nancy D. Baltutat, Patrick K. Duff, Mark E. Keairnes, Greg T. LaMair, Joseph I. Schmit, Christopher R. Seiberling, and Jill Shaffer of West Des Moines and State of Iowa its true and lawful Attorney -in -Fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any and all bonds, under- takings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: *****Unlimited Amounts***** and to bind IMT Insurance Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of IMT Insurance Company, and all such acts of said Attorney -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power-of-Attomey is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of IMT Insurance Company on December 18, 1998. ARTICLE VIII, SECTION 4. - The President or any Vice President or Secretary shall have the authority to appoint Attorneys In Fact and to authorize them to execute on behalf of the Company, and attach thereto the Corporate Seal, bonds, undertakings, recognizances, con- tracts of indemnity or other obligatory writings, excluding insurance policies and endorsements. ARTICLE VIII, SECTION 5. - The signature of any authorized officer and the Corporate Seal may be affixed by facsimile to any Power of Attorney authorizing the execution and delivery of any of the instruments described in Article VIII, Section 4 of the By -Laws. Such facsimile signature and seal shall have the same force and effect as though manually affixed. In Witness Whereof, IMT Insurance Company has caused these presents to be signed by its President and its corporate seal to be hereto affixed, this 29th day of May 2019 r IMT Insurance Company Sean Kennedy, President STATE OF IOWA as: COUNTY OF POLK } r'M A On this 29th day of May , 2019 , before me appeared Sean Kennedy, to me personally known, who being by me duly sworn did say that he is President of the IMT Insurance Company, the corporation described in the foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and sealed in behalf of said Corporation by, authority of its Board of Directors. In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of West Des Moines, Iowa, the day and year first above written. r CnMMI5Sl0a No 783926 10 X2J,/k s* a rs Notary Public, Polk Count CERTIFICATE I, Dalene Holland, Secretary of the IMT Insurance Company do hereby certify that the above and for* te of the POWER-OF-ATTORNEY, executed by said the IMT Insurance Company, which is still in forCC" In Witness Whereof, I have hereunto set my hand and affixed the Seal of the Company on May 2019 Dalene Holland, Secretary SY 06 06 (01/19) C 2 iCt. s�je ac ct copy :-73 ct. f^*v day of Al. J 0410 BID BOND FORM CITY PARK ADVENTURE PLAYGROUND PROJECT CITY OF IOWA CITY All American Concrete Inc. , as Principal, and IMT Insurance Company , 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 Sen Percent of Amount Bid (10%)------------- 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 Mav 14. 2019 for City Park Adventure Playground 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-obligatkiAs of said Surety and its security shall in no way be impaired or affected by any extensii53rpf thAme within which the Owner may accept such Bid or may execute such contract docume*s; andjaid St>fiet - does hereby waive notice of any such time extension. n ~C The Principal and the Surety hereto execute this bid security this :< r ay of May A.D., 2019. p=� _ �x ry All American Concrete nn Ly eah Witness n principal cV ire IDre r I i IMT Insurance Company (Seal) Surety By. , mm Witn ` Nancy D. Baltutilttomey-in-fact) Attach Power -of -Attorney, if applicable City Park Adventure Playground Project 0410 — Page 1 of 1 et _ ^ §J 'A d;i ems• f "�� Y..'Ot .y�., b<rt .y i91t F L, �'• t � L t � 3 v 9 3e�wy s } J s oo <i �� •` yfhd�'3jaz fi (.�.n Jy�a'''�#'d"yf°�a� iAtL l�••1� ,cY�I T+ I �2�4N'43t -. •[ w� �'�s a q• x4' 13i•'x'+ky`'�i ,�<< "a'ai4}}`ig4ii'Fy�,xy •;.�yY�! ,; `•moi jrt X, F ili a, v,�wxi ,i,�q � �e-•. +ci � gym_ Fay } N t a A � _ 5ir� a F X, F ili a, v,�wxi ,i,�q � �e-•. ��Jt�yj54 A � _ i y x 'i. "•f z r 111 AA J• IMT INSURANCE POWER OF ATTORNEY Know All Persons By These Presents, that IMT Insurance Company a corporation duly organized under the laws of the State of Iowa, and having its principal office in the City of West Des Moines, County of Polk, State of Iowa, hath made, constituted and appointed, and does by these presents make, constitute and appoint Jeffrey R. Baker, Nancy D. Baltutat, Patrick K. Duff, Mark E. Keairnes, Greg T. LaMair, Joseph I. Schmit, Christopher R Seiberling, and Jill Shaffer of West Des Moines and State of Iowe its true and lawful Attorney -in -Fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf as surety any and all bonds, under- takings, recognizances or other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: *****Unlimited Amounts***** and to bind IMT Insurance Company thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of IMT Insurance Company, and all such acts of said Attomey-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This Power -of -Attorney is made and executed pursuant to and by authority of the following By -Laws adopted by the Board of Directors of IMT Insurance Company on December 18, 1998. ARTICLE VIII, SECTION 4. - The President or any Vice President or Secretary shall have the authority to appoint Attorneys In Fact and to authorize them to execute on behalf of the Company, and attach thereto the Corporate Seal, bonds, undertakings, recognizances, con- tracts of indemnity or other obligatory writings, excluding insurance policies and endorsements. ARTICLE VIII, SECTION 5. - The signature of any authorized officer and the Corporate Seal may be affixed by facsimile to any Power of Attorney authorizing the execution and delivery of any of the instruments described in Article VIII, Section 4 of the By -Laws. Such facsimile signature and seal shall have the same force and effect as though manually affixed. In Witness Whereof, IMT Insurance Company has caused these presents to be signed by its President and its corporate seal to be hereto affixed, this 14th day of May "2019 IMT Insurance Company =�'•�\ ..� Sean Kennedy, President STATE OF IOWA `� COUNTY OF POLK ss: �. On this 14th day of May 2019 , before me appeared Sean Iftm0y, t&&e perpnelly known, who being by me duly sworn did say that he is President of the IMT Insurance Company, the corpo(MQrrydeseeibed ins the foregoing instrument, and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that ft said instrur fftas signed and sealed in behalf of said Corporation by, authority of its Board of Directors. m '3V In Testimony Whereof, I have hereunto set my hand and affixed my Official Seal at the City of West D c6"ineswa, th d� and year first above written. •• sso CA cosaassnRP (®r a as rws>! N 7w. • w c O0 Notary Public, Polk County, Iowa CERTIFICATE I, Dalene Holland, Secretary of the IMT Insurance Company do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY, executed by said the IMT Insurance Company, which is still in force and effect. In Witness Whereof, I have hereunto set my hand and affixed the Seal of the Company on 14th day of May 2019 XN \yL1L�-YJU1.1L i�.AX.If[AKr�- : , `?'• ... ^ ..., � ��-, _ Dalene Holland, Secretary SY 06 06 (01/19) 2? :S ;14 ";!,&; eirn },13.!0 YIK) AVIOI.liln AVl01 If ALLAMER-01 CWEBB '4� o CERTIFICATE OF LIABILITY INSURANCE DATE (MWDDNYYY) 6/3/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NP�"Ak.NNE., �, (319) 365-8611 FAc, Ne :319) 365 6919 The Accel Group LLC PO Box 3100 Cedar Rapids, IA 52406-3100 . corts@accoladvantage.com INSURERS AFFORDING COVERAGE NAIC0 311812020 INSURERA:Cincinnati Casualty Company 28665 DAMAGE TO RENTED 100,000 INSURED INSURER 8: INSURER C: All American Concrete Inc INSURER D: 1489 Highway 6 West Liberty, IA 52776 INSURER E INSURER I: AUTOMOBILE LABILITY X ANY AUTO OWNED SCHEDULED E ON LV AUTOS AUTOS X AUTOS ONLY X AUTOS DNLV COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AWLSUBR POLICY NUMBER POLICY EFF POLICIIUDDfYYYYI Y EXP LIMRB A X COMMERCIAL GENERALLAIBILITY CLAIMS -MADE FA]OCCURX EPP0521399 311812019 311812020 EACH OCCURRENCE 1,000,000 DAMAGE TO RENTED 100,000 MED EXP (Any one 10,000 PERSONALS ADV INJURY 11000'000 GENL AGGREGATE LIMIT APPLIES PER: X POLICY X jpior, FILOC OTHER: GENERAL AGGREGATE 21000,000 PRODUCTS-COMP/OP AGG 21000,000 A AUTOMOBILE LABILITY X ANY AUTO OWNED SCHEDULED E ON LV AUTOS AUTOS X AUTOS ONLY X AUTOS DNLV EBA0621399 3/16/2019 3/15/2020 COMBINED SINGLE LIMIT 11000,000 em BODILY INJURY PerDamon) BODILY INJURY Per ecdtleM Pe�etleryid AMAGE A X UMBRELLALUU1X EXCESS LIAa OCCUR CLAIMS -MADE EPP 0521399 311812019 3116/2020 EACHOCCURRENCE 71000,000 AGGREGATE N 71000'000 DED I X I RETENTION 1 0 A wORIOERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETMPARTNERLEXECUTIVE YIN pp��FICERIMEMBER EXCLUDED? (Mandatory in NH) If ye aod debe ender DESCRIPTION OF OPERATIONSbebw N/A EWC 9528954 3/1612619 3/1612920 X PE TH- E.L. EAC E .�� 110001000 E.L. DIS --9*A EM YEEAr711000/000 E.L. DISEA&8i ObUCY LIMIT 1,000,000 =ern e 0 �x IV DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be atlachad If more apace Is required) CIT Project: City Park Adventure Playground City of Iowa City, Hitchcock Design Group and Shive-liattery are named as additional insured with respect to general liability as per written contract and policy forms terms and conditions. General Liability is written on a primary and noncontributory basis. City of Iowa City 410 E. Washington Iowa City, IA 52240 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 6-.>. lv ACORD 25 (2016/03) ®1999-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD r 0400 PROPOSAL CITY PARK ADVENTURE PLAYGROUND PROJECT CITY OF IOWA CITY The following dgcuments 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. Agi ll i `me -r-1* C4,r,) Cbrl creme nc Address of Bidder: I ti? q �W1 uwcLY to Wet'+ Li b � �1,� r M fA 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 $ 10!h b+d bond , 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 1 _, and and to do all work at the prices set forth herein. o The undersigned bidder further proposes to do all "Extra Work" which rpape *quire complete the work contemplated, at unit prices or lump sums to be agreed up( dr to starting such work. �� o rn $ The undersigned bidder certifies that this proposal is made in good fOrT,ard9withft� Collusion or connection with any other person or persons bidding on the work. y cn 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. City Park Adventure Playground Project 0400 - Page 1 of 6 a' Item # Item Description QTY Unit Unit Price Extended Amount 1 Subbase, 4" 512 SY $ la • $ G 1 2 Topsoil, On-site 487 CY $ 11 , $ ga--I k, 3 Clearing and Grubbing 1 LS $ 4600. $ 4000. 4 Subdrain, Dual Wall HDPE, 8" 70 LF $ 30. $ 2166. 5 Subdrain Cleanout, Type A-1, 8" 3 EA $ 156o. $ 15'00 , 6 Subdrain Outlets to Structure, 8" 2 EA $ 560. $ 1006 . 7 Pavement, PCC, 4" 414.5 SY $ G 0 . $ 2 4 a @9 0 8 Pavement, PCC, 6" 97.5 SY $ -10. $ (.0825'. 9 Pavement Removal 512.5 SY $ 1$. $ 'J &R-1. So 10 Hydraulic Seeding, Seeding, 0.25 LS $ I 1 000. $ 2-75'0. Fertilizing, and Mulching Amelanchier x grandiflora'Autumn 11 Brilliance''/'Autumn Brilliance' 2 EA $ Soo. $ loot, Serviceberry, 8' Ht. 12 Cerciscanadensis/Eastern Redbud 2 EA $ 500. $ 1000 . Multi -trunk, 8' Ht. 13 Comus kousa / Kousa Dogwood, 8' 3 EA $ SO 0 , $ 1500. Ht. 14 Catalpa speciosa / Northern Catalpa, 3 EA $Soo , $ J 500 . 15 gal. 15 Nyssa sylvatica / Sour Gum, B & B 2 EA $ 5,00. $ 1000. 16 Deutzia gracilis Nikko' / Slender 5 EA .100- 1000 , Deutzia, 24" Ht. si. 1 (-,0 Forsythia x 'Gold Tides'/ Golden Tide 9 EA $ .200. $ 1600. J -forsythia, 24" Ht. d angeapaniculata'Limelight'TM 9 EA $ ODO. $ 1600. /- 9inelight Hydrangea, 36" Ht. 19 Hydrangea quercifolia'Pee Wee'/ 15 EA $ .100. $ 3000. Oakleaf Hydrangea, 36" Ht. 20 Itea virginica 'Henry's Garnet' / I I EA $A `� 00 0 $ °� Q Henry's Garnet Sweetspire, 36" Ht. , , 21 Viburnum dentatum / Arrowwod 7 EA $ a O 0 , $ J LI DO . Viburnum, 36" Ht. City Park Adventure Playground Project 0400 — Page 2 of 6 22 Taxus x media / Dense Yew, 36" Ht. 3 EA $ a 00 • $ 6 0 O - 23 Deschampsia cespitosa 'Schottland' / 49 EA $b a d ' 0 Schottland Hair Grass, I gal. 24 dymus hystrix / Bottlebrush Grass, 1 37 EA $$ a 0 % Lf0 gal. . 25 Panicum virgatum 'Shenandoah' / 24 EA $$ ab y g 0 ' Switch Grass, 1 gal. 26 Carex pensylvanica / Pennsylvania 259 EA $ @0. $ 51 S o Sedge, 4" pot 27 Allium tanguticum 'Summer Beauty' / 45 EA $$ a O q 0 O Summer Beauty Globe Lily, bulb . , 28 Dennstaedtia punctilobula / Hay- 20 EA $ a o. $ 4 o o. scented Fern, 4" pot 29 Eurybia macrophylla / Big -leaf Aster, " 33 EA $ �iZ.> $ pot ,� ... �.. 30 Hosta x'Guacamole' / Plantain Lily, 1 26 EA $ of $ 0 gal. n < r r*i 31 Porteranthus trifoliatus / Bowman's 32 EA $ $ r—� °''d' 0 ' Root, 4" pot • tV 32 Rudbeckia hirta / Black-eyed Susan, 1 ' 62 EA Ln $ of 0 $ a 4 O . gal. . 33 Stabilized Construction Entrance I LS $ of 3 o0 . $ .1300. 34 Filter Sock, 9" dia. 395 LF $ $ lies. 35 Filter Socks, Removal 395 LF $ $ :3.95 36 Removal of Fence 1 LS $ 750- $ —150 . 37 Construction Survey 1 LS $ $400. $ 9400. 38 Mobilization 1 LS $ 40 000. $ 40 0o0, 39 Concrete Washout I LS $ 1000. $ 1000. 40 Demolition of Building I LS $ 13 So 0 . $ 13, 500 . 41 Demolition of Retaining Wall 1 LS $ G 000. $ fo 000 . 42 Inlet Protection 2 EA $ Also- $ 5,00 - 43 Tree Protection 12 EA $ 3 SO $ 4a 0 O City Park Adventure Playground Project 0400 — Page 3 of 6 44 Removal and Disposal of Tree 2 EA $ -756 . $ 156 D , 45 Handrail 40 LF $ S. $ ?900 . 46 Play Structure Installation 1 LS $ 84, 000. $ Fq, D00 47 Shelter Installation 1 LS $ e?4106. $ 0 y , 5a 0 . 48 Balanced Earthwork 465 CY $ 157. $ (0 4 -7,S, . 49 Playground Curb 200 LF $ 30 . $ (0 00 D. 50 Play Surfacing PIP 1556 SF $ Ici • $ �) 9 Sfo y 51 Play Surfacing PIP w/slope 767 SF $ 33. $ 25-1 3 I 1- .52 52 Play Surfacing EWF 60 CY $ -15. $ 4 500 . 53 Retaining Wall 735 SF $ (00. $ 44 1 o0. 54 Manufactured Stone Steps 12 EA $ 550 . $ L 6 0 0 . 55 Erosion Control Blanket 1334 SY $ ' , S 0 $ 333 5'. 56 Mulch 14 CY $ ;) T; . $ 3 UO . 57 Manhole Adjustment I LS $ .7000. $ 2000 58 Playground Inlet 2 EA $ 9100- $ G A o0 . Total Base Bid $ 4,24,-160. ALTERNATE #1 - ADD ELECTRICAL PACKAGE COMPLETE Item # Item Description QTY Unit Unit Price Extended Amount AtW.1 Electrical Service 1 LS 1 $ Q 3 S- Alnl.2 onduit, Wiring, & Connectors 1 LS $1(),060- $ 10,010. Alt. .3 pedestrian Light 3 EA $ -7600. $ 2 11 6 0 v . Alts -4 elter Light I EA $ IS' o 0. $ I S o o• Alt. r Receptacles 2 EA $ 3 5'0 . $ 7 00 ..- Total Alt. #1 $ 3 . , 0 3 S• ALTEIZAATE92 - ADD DECORATIVE CONCRETE STAIN AND STAMP Item #�, , Item Description QTY Unit Unit Price Extended Amount Alt. 2.1 Animal Footprint Stamps/Stain 1 LS $ Wow. $ 101666. Alt. 2.2 Plaza Stain Patterns 3 EA $ C000. $ I t', o e a Total Alt. #2 $ 24, 060. The Owner will award one lump sum contract based on the base bid and selected alternates for the work. The Owner, however, reserves the right to assemble the Contract(s) to best serve the Owner's interests. City Park Adventure Playground Project 0400 - Page 4 of 6 or , rrJ The names of those persons, firms, companies or other parties with whom we intend to enter into a subcontract, together with the type of subcontracted work and approximate dollar amount of the subcontract, are as follows: NAME OF SUBCONTRACTORS TYPE OF WORK APPROXIMATE COSTS Hard scales , Lwnas( 0.ro ; YJ Soi 1 k/ r,ocion OvL)9•r4,'ry A TncluSiVc Re c Adva✓\ceA idecfvc Iec4yica.( NOTE: All subcontractors are subject to approval by City of Iowa City. City Park Adventure Playground Project 0400 — Page 5 of 6 ra JFn y F � City Park Adventure Playground Project 0400 — Page 5 of 6 k The undersigned Bidder is a/an: ❑ Individual, Sole Proprietorship ❑ Partnership XCorporation ❑ 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: C o G C) -7 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. lh%{M�✓t�r1C0✓1G`r � =VIC N �p Bidder's Name 1� o- -Y" -cf. Signature r t �' �i r✓16n �3�qJ Sas-56-t I V Printed Name icc iL4tn4— Title Iygq 4,+WWF G Street AdfVess City, State, Code 3101-62 -aaa( Telephone Number NOTE: The signature on this proposal must be an original signature in ink; copies, facsimiles, or electronic signatures will not be accepted. City Park Adventure Playground Project 0400 — Page 6 of 6 ENGINEER'S REPORT July 21, 2021 City Clerk Iowa City, Iowa Re: City Park Adventure Playground Project � r � CITY OF IOWA CITY 410 East Washington Street Iowa City, Iowa 52240 - 1826 (319) 356 - 5000 (3 t9) 356 - 5009 FAX www.icgov.org Dear City Clerk: I hereby certify that the construction of the City Park Adventure Playground Project has been completed by All American Concrete, Inc. of West Liberty, Iowa in substantial accordance with the plans and specifications prepared by Hitchcock Design Group of Naperville, Illinois. The required Performance, Payment and Maintenance bond is on file in the City Clerk's office. The project was bid as a lump sum contract and the final contract price is $509,908.35. There were 10 change -or extra work orders for the project described below. - 1 , elow.- 1. Modify contract from a lump sum agreement to unit price agreement. $0.00 2. Abandon yard hydrant located within the paving area on the southeast $825.00 side of the project. 3. Purchase and deliver Coverworx Shelter. $11,885.50 4. Replace SG 200 geo-grid behind Walls 3 and 4 with no fines $5,610.00 concrete, filter fabric and dowel bars. 5. Tap existing water main and install new service connection to 4,785.00 abandoned service to provide water to the Shakespeare Theater. L CP p,t 6. Move embankment slide, including removal and replacement of two QC-, t`$759. no - bottom footings and posts. cm = 7. Remove existing sanitary manhole located within the shelter pad. $00.00 J 8. Adjust location of seed saver table. $610.50 9. Sidewalk revisions to regrade and compact areas in new sidewalk $14,365.75 locations, adjust sidewalk alignment to the restroom, and concrete sidewalk and stair removal. 10. Addition of upper, west railing and dismantle embankment slide $9.372.10 platform due to sidewalk elevation changes. I recommend that the above -referenced improvements be accepted by the City of Iowa City, Sincerely, Jason Havel, P.E. City Engineer Prepared by: Melissa A. Clow, Engineering Division, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356-5413 Resolution No. 21-203 Resolution accepting the work for the City Park Adventure Playground Project Whereas, the Engineering Division has recommended that the work for construction of the City Park Adventure Playground Project, as included in a contract between the City of Iowa City and All American Concrete, Inc. of West Liberty, Iowa, dated June 27, 2019, 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 City Park Adventure Playground account # R4356;and Whereas, the final contract price is $509,908.35. 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 27th day of July 2021 MayQf Approved by Attest: I AL A)' City Clerk City Atto ney's Office — 07/22/2021 It was moved by Taylor and seconded by salih the Resolution be adopted, and upon roll call there were: Ayes x Nays: Absent: Bergus Mims Salih Taylor Teague Thomas Weiner