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HomeMy Public PortalAbout2021 July - Project Manual for Joint Sanitary Sewer Rehabilitation Project with Panorama Park 00 01 01-1 PROJECT MANUAL FOR JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE CITY OF PANORAMA PARK SCOTT COUNTY, IOWA July 2021 Project #10876079 Project # 19924002 Prepared By: MSA Professional Services, Inc. 2117 State Street, Suite 200 Bettendorf, IA 52722 PROJECT MANUAL FOR JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE CITY OF PANORAMA PARK SCOTT COUNTY, IOWA PREPARED FOR: City of Riverdale 110 Manor Drive Riverdale, IA 52722 City of Panorama Park 120 Short Street Panorama Park, IA 52722 PREPARED BY: MSA Professional Services 2117 State Street, Suite 200 Bettendorf, Iowa 52722 (563) 424-3696 MSA PROJECT NO: 10876079 and 1992402 SS/04;4,i%. 1 y • • CHRISTIAN R.'? ua ; COOPER ; 0: P23729 ;nr41tii 10 W P4 00 SEAL I hereby certify that this engineering document was prepared by me or under my direct personal supervision and that I am a duly licensed Professional Engineer under the laws of the State of Iowa. Chris Ian R. ooper, P.E., CPESC. Date License Number: P23729 My license renewal date is December 31, 2021 Pages or sheets covered by this seal: All Project # 1992402 © 2021 MSA Professional Services, Inc. 00 01 07-1 Seals PROJECT MANUAL FOR JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE CITY OF PANORAMA PARK SCOTT COUNTY, IOWA CONTENTS AND PROJECT MANUAL INDEX DESCRIPTION PAGE DIVISION 00PROCUREMENT AND CONTRACTING REQUIREMENTS Title Page 00 01 01-1 Contents and Project Manual Index 00 01 10-1 Advertisement for Bids 00 11 13-1 - 3 Instructions to Bidders 00 21 13-1 — 12 Available Project Information 00 31 32-1 - 74 Bid 00 41 00-1 - 9 Exhibits to Bid IOWA Bidder Status Form (Required with Bid) 00 42 00-1 -_3 Bid Bond 00 43 00-1 - 2 Notice of Award 00 51 00-1 Agreement (Owner 1) 00 52 00-1 - 7 Agreement (Owner 2) 00 52 00 -8 - 14 Notice to Proceed 00 55 00-1 Performance Bond 00 61 13.13-1 - 3 Payment Bond 00 61 13.16-1 - 3 Application for Payment 00 62 76-1 - 3 Field Order 00 63 36-1 Work Change Directive 00 63 49-1 Change Order 00 63 63-1 - 2 Certificate of Substantial Completion 00 65 16-1 Release of Claims 00 65 19.16-1 Statement of Final Completion and Owner's Acceptance of the Work 00 65 19.23-1 Standard General Conditions of the Construction Contract 00 72 00-1 - 69 Supplementary Conditions 00 73 00-1 - 14 Appendix A Technical Standards Project # 1992402 © 2021 MSA Professional Services, Inc. 00 01 10-1 Contents and Project Manual Index ADVERTISEMENT FOR BIDS JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE CITY OF PANORAMA PARK SCOTT COUNTY, IOWA NOTICE IS HEREBY GIVEN: Sealed proposals will be received at Riverdale City Hall, located at 110 Manor Drive, Bettendorf, IA 52722, until 1:30 PM for the Riverdale and Panorama Park Sanitary Sewer Rehabilitation. All bids will be publicly opened and read aloud at that time. NOTICE IS HEREBY GIVEN: The City Council of the CITY OF RIVERDALE will conduct a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above -described improvements on July 27, 2021 at 7:00 PM.. NOTICE IS HEREBY GIVEN: The City Council of the CITY OF PANORAMA PARK will conduct a public hearing on the plans, specifications, form of contract, and estimate of cost for the construction of the above -described improvements on July 14, 2021 at 7:00 PM. Any interested person may appear and file objections to the proposed plans, specifications or contract. After hearing objections, the CITY OF RIVERDALE AND CITY OF PANORAMA PARK, shall by resolution, enter its decision on the plans, specifications and contract. BIDDER is hereby made aware of a nonmandatory pre -bid meeting on August 12, 1:00 PM, at Panorama Park City Hall. Panorama Park City Hall is located at 120 Short Street, Panorama Park, Iowa, 52722 All parties interested in Bidding on said project are encouraged to be attendance. BIDDER is hereby made aware of a bid opening on August 19, 1:30 PM, at Riverdale City Hall. Riverdale City Hall is located at 110 Manor Drive, Iowa, 52722 All bids must be submitted and marked by the Deputy clerk with a time that precedes this time. At 1:30 PM, all submitted bids will be opened and publicly read out loud. Bidding parties are not required to be in attendance for the bid opening. The work for which bids are asked includes the following: About 4618 lineal feet of Cast -In -Place -Pipe lining that include mostly sanitary sewers. However, there is the lining of a 12 -inch diameter storm sewer. The reconstruction of about 17 sanitary manhole chimneys. The construction of three new storm manholes. And the construction of some concrete manhole aprons. The BIDDING DOCUMENTS may be examined at the offices of MSA Professional Services, Inc.: Bettendorf , Iowa the City of Riverdale, Riverdale, Iowa, and the City of Panorama Park, Panorama Park, Iowa. A plan holders list will be updated interactively on our web address at http://www_msa-ps.com under Bids. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 11 13-1 Advertisement for Bids Effective July 1, 2010, per Senate File 2389 Iowa Code Chapter 26.3, paper copies of the BIDDING DOCUMENTS maybe obtained at the office of MSA Professional Services, Inc., 2117 State Street, Suite 200, Bettendorf, IA 52722 upon receipt of a refundable deposit of $90 for a full size (22" x 34") sets of plans or $75 for half size (11" x 17") sets of plans. Any plan holder upon returning the BIDDING DOCUMENTS within 14 days after award of the project and in good condition will be refunded their deposit. Mailing costs for paper copies will be paid for by the Requestor. Additionally, copies of the BIDDING DOCUMENTS are available at www.questcdn.com. You may download the digital plan documents at No Charge by inputting Quest eBidDoc # 7930183 on the website's Project Search page. Please contact QuestCDN.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration, downloading, and working with the digital project information. Each BIDDER shall accompany its bid with a bid security as security that the successful BIDDER will enter into a contract for the work bid upon and will furnish after the award of CONTRACT a corporate surety bond, acceptable to the OWNER, for the faithful performance of the CONTRACT, in an amount equal to 100 percent of the amount of the CONTRACT. The bid security shall be in an amount fixed by the OWNER and shall be in the form of a cashier's check, or certified check drawn on a state chartered or federally charted bank, or a certified share draft drawn on a state -chartered or federally chartered credit union. The Bid Bond shall contain no exceptions. By virtue of Statutory authority, a preference will 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. OWNERS are designated as Tax Exempt Entities. As such, CONTRACTOR, and any subcontractors, under these contracts, shall be provided a Tax Exempt Certificate and authorization letter from the OWNERS. Tax Exempt certificate and authorization letter shall be used by CONTRACTOR to secure building materials or equipment intended for completion of this project without payment of sales tax. CONTRACTOR is not mandated to complete Iowa Department of Revenue Form 35002 — Iowa Contractor's Statement upon execution of agreement. CONTRACTOR agrees to this method of sales tax exemption and it shall not be modified during the course of construction. BIDDER shall satisfy themselves of the accuracy of the estimated quantities in the BID schedule by examination of the site and review of the contract documents; including ADDENDA. After BIDS have been submitted, the BIDDER shall not assert that there was a misunderstanding concerning the quantities of WORK or nature of the WORK to be done. The successful BIDDER shall be required to furnish performance bonds and payment bonds to each City, each in the amount of each City's specific portion of the CONTRACT PRICE, with a corporate surety approved by the OWNERS, within ten (10) calendar days of the date when the NOTICES OF AWARD are delivered to the BIDDER. The NOTICES OF AWARD shall be Project # 1992402 © 2021 MSA Professional Services, Inc. 00 11 13-2 Advertisement for Bids accompanied by the necessary AGREEMENTS and BOND forms. In case of failure of the BIDDER to execute the AGREEMENTS, the OWNERS may at their option consider the BIDDER in default, in which case the BID BOND shall become property of the OWNERS. BIDDERS must indicate on the BID form the subcontractors who will be performing the major portions of the work. No BID submitted by any BIDDER which contains a condition or qualification shall be recognized or accepted by the OWNER and any letter or communication accompanying the BID which contains a condition or qualification upon the BID which has the effect of qualifying or modifying any provision of the contract documents in any manner will be construed as a qualifying BID and will be rejected by the OWNER as non responsive. No bidder may withdraw his bid within 60 days after the actual date of the opening thereof OWNER reserves the right to waive any informalities or to reject any or all bids. Published by the authority of the City of Riverdale . and the authority of the City of Panorama Park. CONSULTING ENGINEER: MSA Professional Services, Inc. 2117 State Street, Suite 200 Bettendorf, IA 52722 Christian R. Cooper, P.E., CPESC. 563-424-3696 Project # 1992402 © 2021 MSA Professional Services, Inc. 00 11 13-3 Advertisement for Bids INSTRUCTIONS TO BIDDERS TABLE OF ARTICLES Article Article Number 1 Defined Terms 2 Copies of Bidding Documents 3 Qualifications of Bidders 4 Examination of Bidding Documents, Other Related Data and Site 5 Pre -Bid Conference 6 Site and Other Areas 7 Interpretations and Addenda 8 Bid Security 9 Contract Times 10 Liquidated Damages 11 Substitute and "Or -equal" Items 12 Subcontractors, Suppliers and Others 13 Preparation of Form 14 Basis of Bid; Comparison of Bids 15 Submittal of Bid 16 Modification and Withdrawal of Bid 17 Opening of Bids 18 Bids to Remain Subject to Acceptance 19 Evaluation of Bids and Award of Contract 20 Contract Security and Insurance 21 Signing of Agreement 22 Retainage Project # 1992402 0 2021 MSA Professional Services, Inc. 00 21 13-1 Instruction to Bidders INSTRUCTIONS TO BIDDERS ARTICLE 1 - DEFINED TERMS 1.01 Terms used in these Instructions to Bidders will have the meanings indicated in the General Conditions and Supplementary Conditions. Additional terms used in these Instructions to Bidders have the meanings indicated below: A. BIDDER - The individual or entity who submits a Bid directly to OWNER. B. Issuing Office - The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. C. Successful BIDDER - The lowest responsible BIDDER submitting a responsive Bid to whom OWNERS (on the basis of OWNER's evaluation as hereinafter provided) makes an award. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the fee, if any, stated in the Advertisement or Invitation to Bid may be obtained from the QUEST (Project Number 7930183. The fee will be refunded to each document holder of record who returns a complete set of Bidding Documents in good condition within 14 days after the award of the project. 2.02 Complete sets of Bidding Documents must be used in preparing Bids; neither OWNERS nor ENGINEER assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.03 OWNERS and ENGINEER, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids for the Work and do not confer a license or grant for any other use. ARTICLE 3 - QUALIFICATIONS OF BIDDERS 3.01 To demonstrate BIDDER's qualifications to perform the Work, within five days of OWNER's request, BIDDER shall submit written evidence such as financial data, previous experience, present commitments, and other such data as may be called for below. A. Each Bid must contain evidence of BIDDER's qualification to do business in the state where the project is located or covenant to obtain such qualification prior to award of the contract. B. BIDDER's state contractor license number, if applicable. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 21 13-2 Instruction to Bidders 3.02 BIDDER is advised to carefully review those portions of the Bid Form requiring BIDDER's representations and certifications. ARTICLE 4 - EXAMINATION OF BIDDING DOCUMENTS, OTHER RELATED DATA AND SITE 4.01 Underground Facilities A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to OWNER and ENGINEER by owners of such Underground Facilities, including OWNER, or others. 4.02 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, or physical conditions and Underground Facilities, and possible changes in the Bidding Documents due to differing or unanticipated subsurface or physical conditions appear in Paragraphs 4.02, 4.03, and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in Paragraph 4.06 of the General Conditions. 4.03 On request, OWNER will provide BIDDER access to the Site to conduct such examinations, investigations, explorations, tests and studies as BIDDER deems necessary for submission of a Bid. BIDDER shall fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests and studies. BIDDER shall comply with all applicable Laws and Regulations relative to excavation and utility locates. 4.04 Reference is made to Article 7 of the Supplementary Conditions for the identification of the general nature of other work that is to be performed at the Site by OWNER or others (such as utilities and other prime contractors) that relates to the Work contemplated by these Bidding Documents. On request, OWNER will provide to each BIDDER for examination access to or copies of contract documents (other than portions thereof related to price) for such other work. A. Paragraph 6.13.0 of the General Conditions indicates that if an OWNER safety program exists, it will be noted in the Supplementary Conditions. 4.05 It is the responsibility of each BIDDER before submitting a Bid to: A. examine and carefully study the Bidding Documents, and the other related data identified in the Bidding Documents; Project # 1992402 © 2021 MSA Professional Services, Inc. 00 21 13-3 Instruction to Bidders visit the Site and become familiar with and satisfy BIDDER as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work; C. become familiar with and satisfy BIDDER as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work; D. BIDDER has considered the information known to BIDDER; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by BIDDER, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) BIDDER's safety precautions and programs. E. agree at the time of submitting its Bid that no further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of its Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents; become aware of the general nature of the work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents; G. promptly give ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that BIDDER discovers in the Bidding Documents and confirm that the written resolution thereof by ENGINEER is acceptable to BIDDER; and H. determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work. 4.06 The submission of a Bid will constitute an incontrovertible representation by BIDDER that BIDDER has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences, and procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies that BIDDER has discovered in the Bidding Documents and the written resolutions thereof by ENGINEER are acceptable to BIDDER, and that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. ARTICLE 5 - PRE -BID CONFERENCE 5.01 A pre -Bid conference will be held on August 12, 2021 at 1:00 PM., local time on at Panorama Park. Representatives of OWNER and ENGINEER will be present to discuss the Project. BIDDERs are encouraged to attend and participate in the conference. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 21 13-4 Instruction to Bidders ENGINEER will transmit to all prospective Bidders of record such Addenda as ENGINEER considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. ARTICLE 6 - SITE AND OTHER AREAS 6.01 The Sites are identified in the Bidding Documents. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by OWNERS unless otherwise provided in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by CONTRACTOR. ARTICLE 7 - INTERPRETATIONS AND ADDENDA 7.01 All questions about the meaning or intent of the Bidding Documents are to be submitted to ENGINEER in writing. Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER as having received the Bidding Documents. Questions received less than ten days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 7.02 Addenda may be issued to clarify, correct, or change the Bidding Documents as deemed advisable by OWNER or ENGINEER. ARTICLE 8 - BID SECURITY 8.01 A Bid must be accompanied by Bid security made payable to the City of Riverdale in an amount of 5% of BIDDER's maximum bid price for the entire project and in the form of a certified or bank check or a Bid Bond (on the form attached) issued by a surety meeting the requirements of Paragraph 5.01 and 5.02 of the General Conditions. 8.02 The bid security of Successful BIDDER will be retained until such BIDDER has executed the Contract Documents, furnished the required contract security and met the other conditions of the Notices of Award, whereupon the Bid security will be returned. If the Successful BIDDER fails to execute and deliver the Contract Documents and furnish the required contract security within 15 days after the Notices of Award, OWNERS may annul the Notices of Award and the Bid securities of that BIDDER will be forfeited. 8.03 Bid security of other Bidders whom OWNER believes do not have a reasonable chance of receiving the award will be returned within thirty days after the Bid opening. 8.04 A Bid must be accompanied by Bid security made payable to the City of Riverdale in an amount of 5% of BIDDER's maximum Bid price and in the form of a certified check, bank Project # 1992402 © 2021 MSA Professional Services, Inc. 00 21 13-5 Instruction to Bidders money order or a Bid Bond (on the form attached) issued by a surety meeting the requirements of Paragraph 5.01 and 5.02 of the General Conditions. 8.05 The Bid security of Successful BIDDER will be retained until such BIDDER has executed the Contract Documents, furnished the required contract security and met the other conditions of the Notice of Award, whereupon the Bid security will be returned. If the Successful BIDDER fails to execute and deliver the Contract Documents and furnish the required contract security within 15 days after the Notice of Award, OWNER may consider BIDDER to be in default, annul the Notice of Award, and the Bid security of that BIDDER will be forfeited. The Bid security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the earlier of seven days after the Effective Date of the Agreement or 61 days after the Bid opening, whereupon Bid security furnished by such Bidders will be returned. 8.06 Bid security of other Bidders whom OWNER believes do not have a reasonable chance of receiving the award will be returned within seven days after the Bid opening. ARTICLE 9 - CONTRACT TIMES 9.01 The number of days within which, or the dates by which, Milestones are to be achieved and the Work is to be substantially completed and ready for final payment are set forth in the Agreement. ARTICLE 10 - LIQUIDATED DAMAGES 10.01 This project does not include liquidated damages. If completion dates are not meet, the Owners will furnish a detailed breakdown of damages for which the Contractor shall be held accountable. ARTICLE 11 - SUBSTITUTE AND "OR -EQUAL" ITEMS 11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or "or - equal" items. Whenever it is specified or described in the Bidding Documents that a substitute or "or -equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the Agreement. ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS AND OTHERS 12.01 If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, individuals, or entities to be submitted to OWNER in advance of a specified date prior to the Effective Date of the Agreement, the apparent Successful BIDDER, and any other BIDDER so requested, shall within five days after Bid opening, submit to OWNER a list of all such Subcontractors, Suppliers, individuals, or entities proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by Project # 1992402 © 2021 MSA Professional Services, Inc. 00 21 13-6 Instruction to Bidders an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, individual, or entity if requested by OWNER. If OWNER or ENGINEER, after due investigation, has reasonable objection to any proposed Subcontractor, Supplier, individual, or entity, OWNER may, before the Notice of Award is given, request apparent Successful BIDDER to submit a substitute. 12.02 If apparent Successful BIDDER declines to make any such substitution, OWNER may award the Contract to the next lowest BIDDER that proposes to use acceptable Subcontractors, Suppliers, individuals, or entities. Declining to make requested substitutions will not constitute grounds for forfeiture of the Bid security of any BIDDER. Any Subcontractor, Supplier, individual, or entity so listed and against which OWNER or ENGINEER makes no written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Paragraph 6.06 of the General Conditions. 12.03 CONTRACTOR shall not be required to employ any Subcontractor, Supplier, individual, or entity against whom CONTRACTOR has reasonable objection. 12.04 Manufacturer's and suppliers of equipment and products wishing to obtain approval for use within this project, shall submit the following information for consideration by ENGINEER, a minimum of 14 days prior to bid opening. All information submitted after 14 days prior to bid opening may be considered at the sole discretion of the ENGINEER. Alternate equipment or products that have meet substantial compliance with the specifications, based upon ENGINEER's judgment, shall be listed within an Addendum prior to BID. CONTRACTOR shall bear the sole responsibility and cost associated with the use of non approved equipment. A. Specific Product Literature or cut sheets identifying the product in question. B. Line - by - Line exemptions to specific specifications applicable to the product in question. ARTICLE 13 - PREPARATION OF FORM 13.01 The Bid Form is included with the Bidding Documents. Additional COPIES may be obtained from ENGINEER or the Issuing Office. All blanks on the Bid form shall be completed by printing in ink and the Bid signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each bid item listed therein. In the case of optional alternatives the words "No Bid", "No Change", or "Not applicable" may be entered. The Contractor may utilize their spreadsheet or other materials at their own risk. 13.02 A Bid by a corporation shall be executed in the corporate name by the president or a vice- president or other corporate officer accompanied by evidence of authority to sign. The Project # 1992402 © 2021 MSA Professional Services, Inc. 00 21 13-7 Instruction to Bidders corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be provided on the Bid Form. 13.03 A Bid by a partnership shall be executed in the partnership name and signed by a partner, (whose title must appear under the signature), accompanied by evidence of authority to sign. The official address of the partnership shall be shown. 13.04 A Bid by a limited liability company shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 13.05 A Bid by an individual shall show the BIDDER's name and official address. 13.06 A Bid by a joint venture shall be executed by each joint venturer in the manner indicated on the Bid form. The official address of the joint venture must be provided on the Bid Form. 13.07 All names shall be printed in ink below the signatures. 13.08 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 13.09 Postal and e-mail address and telephone number for communications regarding the Bid shall be shown. 13.10 The Bid shall contain evidence of BIDDER's authority and qualification to do business in the state or locality where the Project is located, or BIDDER shall covenant in writing to obtain such qualification prior to award of the Contract and attach such covenant to the Bid. BIDDER's state contractor license number, if any, shall also be shown on the Bid Form. ARTICLE 14 - BASIS OF BID; COMPARISON OF BIDS 14.01 Unit Price A. BIDDERs shall submit a Bid on a unit price basis for each item of Work listed in the Bid schedule. B. The total of all estimated prices will be the sum of the products of the estimated quantity of each item and the corresponding unit price. The final quantities and Contract Price will be determined in accordance with Paragraph 11.03 of the General Conditions. C. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of Project # 1992402 © 2021 MSA Professional Services, Inc. 00 21 13-8 Instruction to Bidders any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between word and figures will be resolved in favor of the words. 14.02 Allowances A. For cash allowances the Bid price shall include such amounts as the BIDDER deems proper for CONTRACTOR's overhead, costs, profit, and other expenses on account of cash allowances, if any, named in the Contract Documents, in accordance with Paragraph 11.02.B of the General Conditions. ARTICLE 15 - SUBMITTAL OF BID 15.01 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the Advertisement for Bid or Invitation to Bid and shall be enclosed in a plainly marked package with the Project title (and, if applicable, the designated portion of the Project for which the Bid is submitted), the name and address of BIDDER, and shall be accompanied by the Bid security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate package plainly marked on the outside with the notation "BID ENCLOSED". A mailed Bid shall be addressed to City of Riverdale_, 110 Manor Drive, Bettendorf, IA 52722. ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BID 16.01 A Bid may be modified or withdrawn by an appropriate document duly executed in the same manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids. 16.02 If within 24 hours after Bids are opened, any BIDDER files a duly signed written notice with OWNERS and promptly thereafter demonstrates to the reasonable satisfaction of OWNERS that there was a material and substantial mistake in the preparation of its Bid, that BIDDER may withdraw its Bid, and the Bid security will be returned. Thereafter, if the Work is rebid, that BIDDER will be disqualified from further bidding on the Work. ARTICLE 17 - OPENING OF BIDS 17.01 Bids will be opened at the time and place indicated in the Advertisement for Bid or Invitation to Bid and, unless obviously nonresponsive, read aloud publicly. An abstract of the amounts of the base Bids and major alternates, if any, will be made available to Bidders after the opening of Bids. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 21 13-9 Instruction to Bidders ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE 18.01 All Bids will remain subject to acceptance for the period of time stated in the Bid form, but OWNERS may, in its sole discretion, release any Bid and return the Bid security prior to the end of this period. ARTICLE 19 - EVALUATION OF BIDS AND AWARD OF CONTRACT 19.01 OWNERS reserve the right to reject any or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids. OWNER further reserves the right to reject the Bid of any BIDDER whom it finds, after reasonable inquiry and evaluation, to not be responsible. OWNER may also reject the Bid of any BIDDER if OWNER believes that it would not be in the best interest of the Project to make an award to that BIDDER. OWNER also reserves the right to waive all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful BIDDER. 19.02 More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any BIDDER has an interest in more than one Bid for the Work may be cause for disqualification of that BIDDER and the rejection of all Bids in which that BIDDER has an interest. 19.03 In evaluating Bids, OWNERS will consider whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid form or prior to the Notice of Award. 19.04 In evaluating Bidders, OWNERS will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Supplementary Conditions. 19.05 OWNERS may conduct such investigations as OWNERS deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals, or entities to proposed for those portions of the Work in accordance with the Contract Documents. 19.06 If the Contract is to be awarded, OWNERS will award the Contract to the BIDDER whose Bid is in the best interests of the overall project and determined to be the lowest responsive, responsible bidder. ARTICLE 20 - CONTRACT SECURITY AND INSURANCE 20.01 Article 5 of the General Conditions, as maybe modified by the Supplementary Conditions, sets forth OWNERS' requirements as to performance and payment Bonds and insurance. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 21 13-10 Instruction to Bidders When the Successful BIDDER delivers the executed Agreement to OWNERS, it shall be accompanied by such bonds. ARTICLE 21 - SIGNING OF AGREEMENT 21.01 When OWNERS issue a Notice of Award to the Successful BIDDER, it shall be accompanied by the required number of unsigned counterparts of the Agreements along with all the other Contract Documents which are identified in the Agreement as attached thereto. Within 15 days thereafter, Successful BIDDER shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNERS. Within 10 days thereafter, OWNER shall deliver one fully signed counterpart to Successful BIDDER with a complete set of the Drawings with appropriate identification. ARTICLE 22 - SALES AND USE TAXES 22.01 OWNERS are designated a Tax Exempt Entities. As such, CONTRACTOR, and any subcontractors, under this contract, shall be provided Tax Exempt Certificates and authorization letters from the OWNERS. Tax Exempt certificates and authorization letters shall be used by CONTRACTOR to secure building materials or equipment intended for completion of this project without payment of sales tax. CONTRACTOR is not mandated to complete Iowa Department of Revenue Form 35002 — Iowa Contractor's Statement upon execution of agreement. CONTRACTOR agrees to this method of sales tax exemption and it shall not be modified during the course of construction. ARTICLE 23 - RETAINAGE 23.01 Provisions concerning CONTRACTORS' rights to deposit securities in lieu of retainage are set forth in the Agreement. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 21 13-11 Instruction to Bidders AVAILABLE PROJECT INFORMATION Summary Document of Riverdale Findings Relative to this Project Summary Document of Panorama Park Findings Relative to this Project Project # 1992402 © 2021 MSA Professional Services, Inc. 00 31 32-1 Available Project Information Visu-sewer L Inspect. Maintain. Rehabilitate. www.Visu-Sewer.com Date 081412020 [ Use of Sewer [ Sanitary Pre -Cleaning [ Jetting Media No. 01 L it Upstream MH 69 Time 2:40 PM 1 Pipe Size 8 Weather CIT Surveyed Length 248 [[ Downstream MH [_ 68 Location (Street) PARKING LOT OF THE SCHOOL GOING WEST J Material [ Vitrified Clay Pipe Surface Grass Total Len& [ Jt. S acin 5 US MH Depth 11.2 Shape Circular DS MH Depth 11.3 Surveyor Certificate No. 248 I CODY i i U-113-17044 Comments Ftg. Code Description • 0.0 AMH Access Point - Manhole — •0.0 MWL Water Level -35.7 MWLS Water Level: Sag • 53.3 MWLS Water Level: Sag •90.3 MWLS Water Level: Sag 493.0 FL Fracture Longitudinal • 101.3 MWLS Water Level: Sag 132.6 MWLS Water Level: Sag 148.4 MWLS Water Level: Sag • 198.2 MWLS Water Level: Sag --+223.5 MWLS Water Level: Sag ^248.0 MWLS Water Level: Sag 248.0 AMH Access Point - Manhole Position 9 RIVERDALE IA CCTV Job Number 202111A-01 1 Survey Direction Downstream Flow Direction W Truck No. [ 438 Cont. Comment Starting Manhole: 69 S01 F01 SO2 F02 MANHOLE 68 00 31 32-2 Page 4 of 39 Visu-Sewer l Inspect. Maintain. Rehabilitate. www.Visu-Sewer.com Date 08/5/2020 Use of Sewer Sanitary Pre-Cleanin rNo Pre -Cleaning Media No. 03 11 Upstream MH X-2 Time 9:55 AM Pipe Size 8 Weather Surveyed Length I— 196 Material Downstream MH H_ X-3 1 Location (Street HIGH SCHOOL PARKING LOT Vitrifies! Clay Pip] Surface Grass Total Length 196 - CODY Jt. Spacing 1 5 1 US MH Depth 11.6 Surveyor Comments Ftg. Code Description •0.0 AMH Access Point - Manhole •0.0 MWL Water Level She pe Circular DS MH Depth 11.4 1 } RIVERDALE IA CCTV Job Number 202111A-01 Survey Direction Downstream j Flow Direction Certificate No. Truck No. U-113-17044 J L 223 Position Cont. Comment Starting Manhole: X-2 •31.0 DAE Deposits Attached: Encrustation 7 to 5 --•31.0 ID Infiltration - Dripper 8 to 4 -41.4 IS Infiltration - Stain -41.4 DAE Deposits Attached: Encrustation 7 to 4 9 to 12 •71.7 DAE Deposits Attached: Encrustation 6 to 10 -81.3 DAE Deposits Attached: Encrustation 7 to 5 -81.3 ID Infiltration - Dripper 9 to 3 •111.5 IS Infiltration - Stain •131.5 DAE Deposits Attached: Encrustation 7 to 5 8 to 4 .196.0 AMH Access Point- Manhole MANHOLE X-3 00 31 32-3 Page 34 of 39 1 r i i i i I i Visu-Sewer inspect. Maintain. Rehabilitate. www.Visu-Sewer.com Upstream MH X-3 Date Time r 08/5/2020 10:17 AM Use of Sewer Pipe Size Sanitary j 8 Pre -Cleaning Weather FM) Pre -Cleaning 1 fl Dry Downstream MH X-4 = I Location (Street) HIGH SCHOOL PARKING LOT Material Vitrified Clay Pipe 1 Surface Grass j Jt. Spacing 5 Media No. Surveyed Length Total Length 03 J 186 �1 US MH Depth 11.4 Surveyor 186 j j CODY Comments Ftg. Code Description •0.0 AMH Access Point - Manhole •0.0 MWL Water Level .16.2 DAE Deposits Attached: Encrustation --21.0 DAE Deposits Attached: Encrustation • 31.0 DAE Deposits Attached: Encrustation •31.0 ID Infiltration - Dripper •108.6 MMC Material Change Position 2 to 4 7 to 4 7 to 5 11 to 1 1 RIVERDALE h CCT1 Job Number 202111A-01 Shape Survey Direction Circular I Downstream DS MH Depth 11.5 Certificate No. J U-113-17044 Flow Direction Truck No. 223 Cont. Comment Starting Manhole: X-3 CLAY TO CAST IRON •178.3 IS Infiltration - Stain 6 to 5 •186.0 AMH Access Point - Manhole MANHOLE X-4 00 31 32-4 Dnnn 'le of �Q Visu-Sewer Inspect. Maintain. Rehabilitate. www.Visu-Sewer.com Date U stream MH H X-4 Time 'i /5/2020 Use of Sewer Sanita pre -Cleaning 10:46 AM Pipe Size 1 8 11 Weather Dry Downstream MH X-5 Location (Street) HIGH SCHOOL PARKING LOT BEHIND FOOTBALL FIELD Material Jt. S ctng Shape Cast Iron 1 1 5 1 f Circular Surface Grass US MH Depth 11.5 Media No. Surveyed Length Total Length__ Surveyor 03 _I 1 388 1 386 I I CODY Comments DS MH Depth 11.8 Certificate No. U-113-17044 RIVERDALE IA CCTV Job Number 202111A-01 [ Survey Direction Downstream Flow Direction E Truck No. 223 Ftg. Code Description •0,0 AMH Access Point - Manhole •0-0 MWL Water Level ^50 7 MMC Material Change Position Cont. Comment Starting Manhole: X-4 •121.2 IS Infiltration - Stain 7 to 5 -*140.4 MWLS Water Level: Sag S01 r---•151.7 MWLS Water Level: Sag F01 ---+166.0 DAE Deposits Attached: Encrustation 8 to 4 x'•166.0 IR Infiltration - Runner 10 to 2 ".•:-.-„:,-.L:181.1 IS Infiltration - Stain 7 to 6 181.1 IR Infiltration - Runner 10 to 4 '"-•196.0 IS Infiltration - Stain 6 to 6 ''.•196.0 IR Infiltration - Runner 6 to 5 r 205.8 IS Infiltration - Stain 1 to 6 - --•235.7 IS Infiltration - Stain 7 to 5 SO2 *240.6 IS Infiltration - Stain 7 to 5 F02 •250.4 IS Infiltration - Stain 6 to 5 S03 —•277.7 MWLS Water Level: Sag --•285.5 IR Infiltration - Runner —•295.4 IW Infiltration - Weeper - •310.3 IR Infiltration - Runner •330.0 IR Infiltration - Runner '340-2 IR Infiltration - Runner -•350.1 IR Infiltration - Runner 9 to 2 9 to 1 8 to 4 10 to 3 10 to 2 8 to 5 CAST IRON TO CLAY "386.0 IS Infiltration - Stain 6 to 6 F03 •386.0 AMH Access Point - Manhole MANHOLE X-5 00 31 32-5 Page 36 of 39 Visu-Sewer L Inspect. Maintain. Rehabilitate. www.Visu-Sewer.com Date L 08/5/2020 Use of Sewer Sanitary Pre -Cleaning Jetting Media No. 03 Upstream MH X-5 Downstream MH f X-6 Time Location (Street) L 12:20 PM - f HIGH SCHOOL PARKING LOT BEHIND FOOTBALL. FIELD Pipe Size 8 Weather Dry Surveyed Length 284 1 Material Cast Iron Surface Grass Total Length 284 Jt. Spacing 5 US MH Depth 11.8 Surveyor CODY Comments Ftg. Code Description -•0.0 AMH Access Point - Manhole -0.0 MWL Water Level •124.9 MMC Material Change •143.9 IS Infiltration - Stain •153.9 DAE Deposits Attached: Encrustation • 169.2 MWLS Water Level: Sag •173.9 IS Infiltration - Stain 174.0 IR Infiltration - Runner MWLS Water Level: Sag ▪ 184.6 MWLS Water Level: Sag ID Infiltration - Dripper •209.1 IR Infiltration - Runner '6210.2 MWLS Water Level: Sag - •219.2 DAE Deposits Attached: Encrustation -•263.3 MWLS Water Level: Sag (,•284.0 MWLS Water Level: Sag i -284.0 IS Infiltration - Stain -284.0 AMH Access Point - Manhole Shape Circular DS MH Depth 11.4 Certificate No. U-113-17044 Position Cont. Comment Starting Manhole: X-5 7 to 6 6 to 5 6 to 6 9 to 11 12 to 2 8 to 4 7 to 12 SO1 SO2 F01 S03 F03 SO4 F04 6 to 5 F02 CAST IRON TO CLAY MANHOLE X-6 RIVERDALE IA CCTV Job Number 202111A-01 Survey Direction L Downstream Flow Direction E r Truck No. 223 00 31 32-6 Page 37 of 39 7141• ,' cifisu—S L Inspect..Maintain. Rehabilitate. www.Visu-Sewer.com Date 08/18/2020 11 Upstream MH r X-6 f Time 2:38 PM Use of Sewer Pipe Size Sanitary J 8 Pre -Cleaning - - [ Jetting Media No. 03 C if Weather Dry Downstream MH E7-12 Location (Street) NORTH COLLECTOR RUN Material Vitrified Clay Pipe Surface Grass Surve ed Length Total Len th 136 J 136 Jt. Spacing 5 —11 US MH Depth 10.8 Surveyor CODY Comments Shape Circular DS MH Depth 11.2 Certificate No. U-113-17044 I RIVERDALE IA CCTV Job Number 202111A-01 Survey Direction Upstream Flow Direction E Truck No. 438 Ftg. Code Description Position Cont. Comment •136.0 AMH Access Point - Manhole MANHOLE X-6 •136.0 DAE Deposits Attached: Encrustation 6 to 6 F01 4136.0 MWLS Water Level: Sag F03 •121.3 MWLS Water Level: Sag •83.9 MWLS Water Level: Sag •76.7 ID Infiltration - Dripper •65.0 MWLS Water Level: Sag •62 0 ID Infiltration - Dripper 12 to 4 10 to 1 S03 F02 SO2 -11.4 ID Infiltration - Dripper 12 to 5 •6.5 DAE Deposits Attached: Encrustation 6 to 6 SO1 •0.0 MWL Water Level •0.0 AMH Access Point - Manhole Starting Manhole: E7-12 00 31 32-7 O..... '20 of QO I 1 ffl • 1 isu—Sewer L Inspect. Maintain. Rehabilitate. www.Visu-Sewer.corn Date 08/12/2020 Use of Sewer Sanitay_ L Pre -Cleaning Jetting Media No. 03 ii Weather Surface US MH Depth DS MH Depth Flow Direction Cry J Grass i 10.3 r 10.5 � - 1 Surveyed Length Total Length RIVERDALE IA CCTV Upstream MH Downstream MH _- E7-11 ] E7-10 Time LocationiStreet) M Job Number L 3:19 P L NORTH COLLECTOR RUN IN THE W000s f [ 202111A-01 Pipe Size Material_ Jt. S acing 10 Vrified Clay Re it P"r g Sha a Surve Direction 5 �[_ _— (� Circular [ Downstream 363 �j I-163 i I SCo Yor Comments Ftg. Code Description ^0.0 AMH Access Point - Manhole •0.0 MWL Water Level o59.0 RFJ Roots, Fine: Joint `,64.3 MWLS Water Level: Sag *69;2. RMJ Roots, Medium. Joinyt *73.9,, MOILS Water Level: Sag RMJ Roots Meditirk Jointxv, •85,4 MWLS Water Level: Sag "90.2 RMJ Roots, Medium, Joint ,A 44' •95.6 RFJ Roots, Fine: Joint •12.1.5 RMJ Roots Medium Joint I' ffi '5 RMJ Roots, Mec1iur,.Joint::•.r- , • 147.2 • 152.8 • 162.7 RMJ RFJ RFJ R[1:01J Roots, Medium, Joint t9'0 Roots, Fine: Joint ,\ k,r» Roots, Fine: Joint i,,,, Roots. Medium'; JOIr ti' -•271.3 MWLS Water Level: Sag - •277.6 MWLS Water Level: Sag •293.7 RFJ Roots, Fine: Joint •, - - -303.7 RFJ Roots, Fine: Joint 0 343,8 MWLS Water Level: Sag 353,1 DSZ Deposits Settled: Other 363.0 MWLS Water Level: Sag +363.0 RFJ Roots, Fine: Joint --•363.0 AMH Access Point - Manhole Certificate No, I U-113-17044 1 Truck No. 223 Position Cont. Comment Starting Manhole: E7-11 MANHOLE IS BURIED 11 to 5 6 to 3 7 to 5 7 to 5 9 to 5 1 to 6 6 to 6 9 to 4 7 to 11 11 to 2 2 to 6 1 to 3 7 to 6 S01 F01 S02 F02 S03 F03 SO4 S05 4 to 8 F05 6 to 6 F04 DEBRI MANHOLE E7-10 00 31 32-8 VC"' —jewel Inspect,isLMaintain. Rehabil"itate. www.Visu-Sewer.com Date 08/20/2020 Use of Sewer Sanitary Pre-Cleanin Jetting Media No. Upstream MH M13901 1 Time 7:37 AM Pipe Size 12 Weather Dry Material I Cast Iron Surface Grass Steel Tape Length 0 CITY OF RIVERDALE IA CCTV Downstream MH M13900 Location (Street) BIKE PATH Jt. Spacing 5 Shape Circular_] US MH Depth DS MH Depth 11 1 Surveyor IAN PEERS Comments Certificate No. U0119070304368 Job Number 20180W-11 —I Survey Direction Downstream Flow Direction W Truck No. 249 REEMING 01 Ftg. Code Description 0.0 AMH Access Point - Manhole 0.0 MWL Water Level 11.3 IR Infiltration -Runner 12 '77.8 TFA Tap, Factory Made: Active 2 '188.2 TF Tap, Factory Made 2 '222.2 TFA Tap, Factory Made: Active 2 Position Cont. Comment Starting Manhole: M13901 consider grout sealing able to ream sufficiently abandoned abandoned abandoned C/W FLOW LITE C/W FLOW LIGHT 309.2 TF Tap, Factory Made 12 abandonn o J RIGHT 312.0 AMH Access Point - Manhole DS MH M13900 00 31 32-9 Page 1 of 1 � 1 Visu-Sewer L Inspect. Maintain. Rehabilitate. www.Visu-Sewer.com Date 08/13/2020 } Use of Sewer Sanitary Pre -Cleaning Jetting Media No. Upstream MH M13900 Time 8:29 AM Pipe Size 12 Weather Dry Material Cast Iron Surface Grass ISurveyed Length Total Length 300 300 L Downstream MH M13899 Location (Street) BIKE PATH H_J�t. S�acing 1 5 1 US MH Depth 10.3 Surveyor CODY Comments Ftg. Code Description 0.0 AMH Access Point - Manhole 0.0 MWL Water Level Shape Surve Direction Circular RIVERDALE CCTV Job Number L 20180W-11 1 DS MH Depth 10.5 Certificate No, U-113-17044 Downstream —I Flow Direction N Truck No. 223 Position Cont. Comment Starting Manhole: M13900 THERE IS A LIFT STATIOP OR SOMETHING TIED INTO THIS LINE SOMEWHERE THE FLOW WILL GET HIGH AT TIME• IT RUNS FOR ABOUT 10 MIN 66.5 TF Tap, Factory Made 12 128.6 TF Tap, Factory Made 1 136.0 TF Tap, Factory Made 12 158.6 TS Tap, Saddle 11 223.2 TFA Tap, Factory Made: Active abandoned abandoned abandoned Allied Valve Inc. 2 abandoned] Sivyer Steel Bldgs #2 and #3 enter manhole AMH Access Point - Manhole MANHOLE M13899 00 31 32-10 Page 1 of 1 V 1 Sewer I• InspectVisu. Maintain.— Rehabilitate. www.Visu-Sewer.com Date 08/13/2020 Use of Sewer Sanitary Pre -Cleaning Jetting I Media No. Upstream MH M13899 Time 9:48 AM Pipe Size 12 Weather Dry Material Cast Iron 11 Surface Grass Surveyed Length Total Length 242 1 242 Downstream MH M13898 Location (Street) BIKE PATH Jt. Spacing 5 US MH Depth 10.3 Surveyor CODY Comments Ftg. Code Description _ '0.0 AMH Access Point - Manhole '0.0 MWL Water Level '4. t TF Tap, Factory Made 18.7 TF Tap, Factory Made • 67.2 TF Tap, Factory Made 109.3 TF Tap, Factory Made • 176.7 TF Tap, Factory Made 217.7 TF Tap, Factory Made • 242.0 AMH Access Point - Manhole Shape Circular DS MH Depth 10.5 Certificate No. U-113-17044 Position Cont. Comment Starting Manhole: M13899 11 1 1 1 1 (abandoned [dye positive - Sivyer Steel Bldg #1 abandoned abandoned 'abandoned abandoned RIVERDALE CCTV Job Number 20180W-11 Survey Direction Downstream Flow Direction N Truck No. 223 MANHOLE M13898 THE LIFT STATION COMES ON EVERY HOUR AND IS ON FOR 10 MIN AT A TIME 00 31 32-11 Page 1 of 1 Granite k jjj ZPECTjjDECJS.ONSUjjTSOjjRE 0 CUES, Inc. 3600 Rio Vista Avenue Orlando, FL 32805 Phone: 407-849-0190 Fax: 407-425-1569 Main Inspections Pipe Run with Images Project name: Mainline ID: City: Street: Manor Drive (Storm) Manor Dr. Storm Riverdale Manor Dr. Start date/time: Direction: 'I'leather: Location code 9/16/2020 12:58 PM D 1 C Shape: Material: Height: Width: C RCP 12 in. 12 in. ACB'WA' Mainline length: r a� Omitted: 685.5 ft. 3i Started at 5.0 ft — with flow v on 9/16/2020 12:58:01 PM LA + At0.0ft. ACB - Catch Basin Comments: N/A i At 0.0 ft. PAWL - Water Level + At 10.6 ft. 10/2 HW - Hole Void Visible Rating: I Category: Structural At 14.5 ft. 2/2 HSV - Hole Soil Visible Rating: 1 Category: Structural Comments: Chunk of concrete missing from the bell section. Main Inspections Pipe Run with Images Page 1 of 19 00 31 32-12 Project name: Mainline ID Direction: Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D Weather: 1 � C o an c O N N rf y - Omitted: 18.6 ft. _qe Omitted: 674.1 ft. 2 c � cn + At 18.6 ft. 2/2 HSV - Hole Soil Visible Rating: a Category: Structural + At 21.4 ft. JSM - Joint Separated Medium Rating: 1 Category: Structural + At 25.9 ft. 9/12 HSV - Hole Soil Visible Rating: 1 Category: Structural Main Inspections Pipe Run with Images Page 2 of 19 00 31 32-13 Mainline length: Project name: Mainline ID: Start date/time, D:, _c_, n Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D Weather: 1 O � o M Omitted: 30 ft. g Omitted: 653.7 ft. + At 30.0 ft. 1/1 HSV - Hole Sod Visible Rating: I Category: Structural + At 34.1 ft. 12/3 HSV - Hole Sod Visible Rating: I Category: Structural • + At 38,0 ft. 9/4 HSV - Hole Soil Visible Rating: I Category: Structural + At 46.3 ft. 12/12 HVV - Hole Void Visible Rating: I Category: Structural Comments: Dirt also in crack next to joint. Main Inspections Pipe Run with Images Page 3 of 19 00 31 32-14 Project name: Mainline {D Start date; time: Direction Manor Drive (Storm) Manor Dr. Storm 9/1612020 12:58 PM D Weather 1 Mainline length: 700.0 ft + At 49.0 ft. 12/12 HSV - Hole Soil Visible Rating: I Omitted: 49 ft + Category: Structural F a Comments: This Is where the blue Omitted: 637,1 ft. , PVC meets the concrete pipe. tti + At 49.1 ft. MMC - Material Change Comments: Changed to PVC At 58.0 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural Comments: This is where the PVC reconnects to the concrete pipe. 44 t R + At 58.2 ft. MMC - Material Change Comments: Changed back to concrete. At 62.9 ft. 12/12 HSV - Hole Sod Visible Rating: I Category: Structural r rot* .,�.. .i.. , Main Inspections Pipe Run with Images Page 4 of 19 00 31 32-15 Project name: Manor Drive (Storm) ,Weather: 1 Mainline ID Manor Dr. Storm Start date/time: Direction: 9/16/2020 12:58 PM D c C To L m Omitted: 66.6 ft. . Omitted: 617 ft. N At 66.6 ft. 12/B HSV - Hole Sod Visible Rating: I Category: Structural At 70.6 ft. 3/6 HVV - Hole Void Visible Rating: I Category: Structural + At 74,9 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural + At 83.0 ft. 3/6 HSV - Hole Sod Visible Rating: I Category: Structural Main Inspections Pipe Run with Images Page 5 of 19 00 31 32-16 'reject name: Mainline [D: S art date.%time: Direction Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D ,V,,atrer: 1 0 0 Mainline length: sn N. s Omitted: 87 ft. Omitted: 600.6 ft. + At 87.0 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural Comments: Joint is full of tap roots. At 91.0 ft. 12/. HSV - Hole Soil Visible Rating: I Category: Structural Comments: ]ant is full of tap roots. At 95.3 ft. 4/12 HSV - Hole Soil Visible Rating: 1 Category: Structural Comments: Lots of tap roots. At 99.4 ft. 12/12 HVV - Hole Void Visible Rating: I Category: Structural Main Inspections Pipe Run with Images Page 6 of 19 00 31 32-17 Project name: Main;ine tD: Start date/time: Direction Manor prive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D Weather: 1 o u� o o N. ra Omitted: 1033 ft. .6 -V Omitted: 580 ft. + At 103.5 ft. 3/6 HSV - Hole Soil Visible Rating: I Category: Structural + At 107.6 ft. 12/6 HSV - Hole Soil Visible Rating: I Category: Structural At 111.411. 519 HSV - Hole Soil Visible Rating: I Category: Structural + At 115.8 ft. JSL - Joint Separated Large Rating: 2 Category: Structural i At 120.0 ft. JOL - Joint Offset Large Rating: 2 Category: Structural Main Inspections Pipe Run with Images Page 7 of 19 00 31 32-18 Project name: Mainline ID; Start date/time: Direction Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D ,Weather: 1 . Omitted: 123.8 ft. F Omitted: 564.2 ft. c ea Z �n + At 123.8 ft. 12/3 HSV - Hole Soil Visible Rating: I Category:. Structura] + At 128.1 ft. 3/7 HSV - Hole Soil Visible Rating: I Category: Structural + At 133,0 ft. 12/12 RTJ - Roots Tap Joint Rating: 2 Category: O&M + At 135.8 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural Comments: The joint has completely separated to almost a 45 degree angle Main Inspections Pipe Run with Images Page 8 of 19 00 31 32-19 Project name: Mainline ID Start date/time: Directior Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D Weather: 1 Mainline length: Omitted: 140.3 ft. 1 Omitted: 539.4 ft. Ti At 140.3 ft. 1/2 HSV - Hole Soil Visible Rating: Category: Structural Comments: Tap roots visible + At 144.3 ft. 9/. HSV - Hole Soil Visible Rating: I Category: Structural + At 148.4 ft. 3/9 HSV - Hole Soil Visible Rating: I Category: Structural + At 156.6 ft. JSL - Joint Separated Large Rating: 2 Category: Structural i At 160.6 ft. 2/6 HVV - Hole Void Visible Rating: N Category: Structural Main Inspections Pipe Run with Images Page 9 of 19 00 31 32-20 Project name: Mainline ID Start date/time: Direction• Manor Drive (Storm) Manor Dr. Storm 911612020 12:58 PM D Weather: 1 Mainline length: 700.0 ft. 4r m Omitted: 164.8 ft. Omitted: 494,9 ft. + At 164.8 ft. 3/6 HSV - Hole Soil Visible Rating: 1 Category: Structural At 168.9 ft. ]SL - Joint Separated Large Rating: 2 Category: Structural + At 201.2 ft. 12/3 HVV - Hole Void Visible Rating: I Category: Structural i At 205.1 ft. 6/12 HVV - Hole Void Visible Rating: I Category: Structural Main Inspections Pipe Run with Images Page 10 of 19 00 31 32-21 Project name: Mainline ID. Start date/time. Direction Manor prive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D Weather: 1 Mainline length: 700.0 ft. u r Omitted: 217.4 ft. g Omitted: 470.5 ft. a� i 40. -41 + At 217.4 ft. 1/6 HSV - Hole Soil Visible Rating: 1 Category: Structural i At 221.4 ft. 7/12 HVV - Hole Void Visible Rating: I Category: Structural + At 225.5 ft. 8/12 HSV - Hole Soil Visible Rating: 1 Category: Structural At 229.5 ft. 7/4 HSV - Hole Sod Visible Rating: 1 Category: Structural Main Inspections Pipe Run with Images Page 11 of 19 00 31 32-22 Project name: Mainline ID: S' art date/time: Direction Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D Weather: 1 length: 700.0 ft. r\ M Omitted: 233.5 ft. - Omitted: 450.1 ft. c c j f en + At 233.5 ft. JSL - Joint Separated Large Rating: 2 Category: Structural + At 237.6 ft. 10/2 HSV - Hole Sod Visible Rating: I Category: Structural Comments: Tap roots in joint At241.7ft. JSL - Joint Separated Large Rating: 2 Category: Structural + At 245.7 ft. 9/12 HSV - Hole Soil Visible Rating: I Category: Structural wMMows. s — + At 249.9 ft. JSL - Joint Separated Large Rating: 2 Category: Structural Main Inspections Pipe Run with Images Page 12 of 19 00 31 32-23 Project name: NIainCne ID S art date/time: Direction Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D Weather; 1 Mainline length: 700.0 ft s 15:2 S.) Omitted: 434 ft a ar U) Omitted: 253.8 ft. # At 253.8 R. 12/12 HSV - Hole Sod Visible Rating: I Category: Structural + At 257.8 ft. 7/12 HSV - Hole Soil Visible Rating: 1 Category: Structural i At 261.8 ft. 12/12 RTJ - Roots Tap Joint Rating: 2 Category: O&M f At 266.0 ft. 12/12 HSV - Hole Soil Visible Rating: 1 Category: Structural Main Inspections Pipe Run with Images Page 13 of 19 00 31 32-24 Project r amp; Fain me ID: Start date/time: Direction Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D Weather: 1 Mainline length: 700.0 ft. uti Er + At 270.0 ft. 12/12 N. HSV - Hole Soil Visible Omitted: 270 ft. + Rating: Category: Structural I Comments: Some type of tin patching cy Omitted: 417.7 ft. attached with wire. n, col + At 274.0 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural At 278.1 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural + At 282.3 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural Main Inspections Pipe Run with Images Page 14 of 19 00 31 32-25 Project name: Mainline ID: Start date/time: Direction Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D Weather: 1 Omitted: 290.2 ft. g -� Omitted: 393.4 ft. c itl c � E 0 i At 290.2 ft. 3/9 HSV - Hole Soil Visible Rating: I Category: Structural + At 298.3 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural i At 302.4 ft. 12/12 HSV - Hole Soil Visible Rating: 1 Category: Structural i At 306.6 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural Main Inspections Pipe Run with Images Page 15 of 19 00 31 32-26 Project name: Mainline ID Start date/time: Direction Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D Weather: 1 Mainline length: 700.0 ft. + At 314.8 ft. 12/12 HSV - Hole Soil Visible r Omitted: 314.8 ft. Rating: I Category: Structurat y Omitted: 373.4 ft. S 1 1 + At 318.5 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural + At 322.4 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural i At 326.6 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural Main Inspections Pipe Run with Images Page 16 of 19 00 31 32-27 Project name: Mainline (D Start date/time: Direction: Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D y,i/eather: 1 o Ln O n 1'. M Omitted: 330.4 ft. Omitted: 357.2 ft. f � i At 330.4 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural _ -- i At 334,6 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural + At 338.6 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural At 342.8 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural Main Inspections Pipe Run with Images Page 17 of 19 00 31 32-28 Project name: Mainline ID: Start date/time: Direction Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D y /ea they: 1 L c8 r Omitted: 346.7 ft. C v 32 Omitted: 341.3 ft. c as f im + At 346.7 ft. 3/9 HSV - Hole Soil Visible Rating: I Category: Structural + At 350.7 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural + At 354.6 R. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural + At 358.7 R. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural Main Inspections Pipe Run with Images Page 18 of 19 00 31 32-29 Project name: Mainline ID: Start date./time: Direction Manor Drive (Storm) Manor Dr. Storm 9/16/2020 12:58 PM D ','i� th r: 1 Mainline length: Surveyed length: Omitted: 362.7 ft. + Stopped at 372.5 ft. with flow on 9/16/2020 2:24:40 PM • l) ACB'N/A' + At 362.7 ft. 12/12 HSV - Hole Sod Visible Rating: I Category: Structural + At 366.6 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural + At 370.8 ft. 12/12 HSV - Hole Soil Visible Rating: I Category: Structural + At 374.5 ft. MSA - Abandoned Survey Comments: Pipe is in horrible condition. Either needs to be lined or replaced. Main Inspections Pipe Run with Images Page 19 of 19 00 31 32-30 Picture of Manhole Interior MANHOLE INSPECTION: MH-67 Municipality: Riverdale, Iowa Date of Inspection: May 13, 2020 Pipe Alignment Diagram: NORTH Manhole Information: Standard Manhole Frame and Lid: • Yes D No Total Chimney Depth: 1.8 ft Depth of Frame: 0.8 ft Number of Adjustment Rings: 1 Diameter: 4 ft Manhole Depth: 9.9 ft Notes: Frame out of alignment Picture of Chimney Assembly 00 31 32-31 Picture of Manhole Interior MANHOLE INSPECTION: E7-13 Municipality: Riverdale, Iowa Date of Inspection: May 13, 2020 Pipe Alignment Diagram: NORTH Manhole Information: Standard Manhole Frame and Lid: Yes ❑ No Total Chimney Depth: 0.75 ft Depth of Frame: 0.75 Number of Adjustment Rings: 0 Diameter: 4 ft Manhole Depth: 5.1 ft Notes: Frame out of alignment ft Picture of Chimney Assembly 00 31 32-32 Picture of Manhole Interior MANHOLE INSPECTION: E7 -13A Municipality: Riverdale, Iowa Date of Inspection: June 12, 2020 Pipe Alignment Diagram: NORTH Manhole Information: Standard Manhole Frame and Lid: Yes ❑ No Total Chimney Depth: 2.3 ft Depth of Frame: 0.8 ft Number of Adjustment Rings: 1 Diameter: 5 ft Manhole Depth: 6.5 ft Notes: left (???) entrance plugged Picture of Chimney Assembly 00 31 32-33 MANHOLE INSPECTION: X-4 Municipality: Riverdale. Iowa Date of Inspection: May 13, 2020 Pipe Alignment Diagram: 1 NORTH Picture of Manhole Interior Manhole Information: Standard Manhole Frame and Lid: ■ Yes ❑ No Total Chimney Depth: 1.65 ft Depth of Frame: 0.75 ft Number of Adjustment Rings: 1 Diameter: too deep ft Manhole Depth: 18.6 ft Notes: Frame out of alignment Picture of Chimney Assembly 00 31 32-34 Picture of Manhole Interior MANHOLE INSPECTION: E7-12 Municipality: Riverdale, Iowa Date of Inspection: May 12, 2020 Pipe Alignment Diagram: NORTH Manhole Information: Standard Manhole Frame and Lid: Yes ❑ No Total Chimney Depth: 2.2 ft Depth of Frame: 0.45 ft Number of Adjustment Rings: 2 Diameter: 4 ft Manhole Depth: 14.25 ft Notes: leak at base joint & joint halfway up Frame out of alignment Picture of Chimney Assembly 00 31 32-35 00 31 32-36 Picture of Manhole Interior MANHOLE INSPECTION: X-7 Municipality: Riverdale, Iowa Date of Inspection: June 16, 2020 Pipe Alignment Diagram: NORTH Manhole Information: Standard Manhole Frame and Lid: • Yes ❑ No Total Chimney Depth: 1.3 ft Depth of Frame: 0.8 Number of Adjustment Rings: Diameter: ft 5 ft Manhole Depth: 11.1 ft Notes: buried 1.6 ft below ground Picture of Chimney Assembly 00 31 32-37 MANHOLE INSPECTION: E7-11 Municipality: Riverdale, Iowa Date of Inspection: January 12, 2021 Pipe Alignment Diagram: Manhole Information: 4" or 6" lateral entering MH NORTH Standard Manhole Frame and Lid: • Yes ❑ No Total Chimney Depth: 0.50 ft Depth of Frame: 0.50 ft Number of Adjustment Rings: 0 Diameter: 5 ft Manhole Depth: 8.65 ft Notes: MH Lid elevation needs to be raised 1.25 Ft min. Picture No. 1: Picture of Manhole Interior Page 1of2 00 31 32-38 Picture No. 2: Picture of Manhole Lid, Frame, and Chimney Page 2 of 2 00 31 32-39 MANHOLE INSPECTION: E7 -3A Municipality: Riverdale, Iowa Date of Inspection: May 7, 2020 Pipe Alignment Diagram: Picture of Manhole Interior Li NORTH Manhole Information: Standard Manhole Frame and Lid: Yes ❑ No Total Chimney Depth: 2.2 ft Depth of Frame: 0.45 ft Number of Adjustment Rings: 3 Diameter: too deep ft Manhole Depth: 14.3 ft Notes: Lid set below grade Picture of Chimney Assembly 00 31 32-40 MANHOLE INSPECTION: E7 -3B Municipality: Riverdale, Iowa Date of Inspection: May 7, 2020 Pipe Alignment Diagram: Picture of Manhole Interior NORTH Manhole Information: Standard Manhole Frame and Lid: Yes ❑ No Total Chimney Depth: 3.35 ft Depth of Frame: 0.75 ft Number of Adjustment Rings: 5 Diameter: too deep ft Manhole Depth: 10.8 ft Notes: leak b/w first adj. ring & barrel Picture of Chimney Assembly 00 31 32-41 MANHOLE INSPECTION: E4 -11A Municipality: Riverdale, Iowa Date of Inspection: May 6, 2020 Pipe Alignment Diagram: Picture of Manhole Interior NORTH Manhole Information: Standard Manhole Frame and Lid: I. Yes ❑ No Total Chimney Depth: 0.875 Depth of Frame: 0.625 ft Number of Adjustment Rings: 0 Diameter: ft 5 ft Manhole Depth 8.8 ft Notes: Frame Misaligned Picture of Chimney Assembly 00 31 32-42 MANHOLE INSPECTION: E4-11 Municipality: Riverdale, Iowa Date of Inspection: May 6, 2020 Pipe Alignment Diagram: Picture of Manhole Interior NORTH Manhole Information: Standard Manhole Frame and Lid: Yes ❑ No Total Chimney Depth: 1.25 ft Depth of Frame: 0.75 ft Number of Adjustment Rings: 0 Diameter: 5 ft Manhole Depth: 9 Notes: Frame misaligned Picture of Chimney Assembly 00 31 32-43 Picture of Manhole Interior MANHOLE INSPECTION: E4-10 Municipality: Riverdale, Iowa Date of Inspection: May 6, 2020 Pipe Alignment Diagram: GI NORTH Manhole Information: Standard Manhole Frame and Lid: II Yes ❑ No Total Chimney Depth: 1.1 ft Depth of Frame: 0.75 ft Number of Adjustment Rings: 0 Diameter: 5 ft Manhole Depth: 10.1 ft Notes: Frame misaligned Picture of Chimney Assembly 00 31 32-44 Picture of Manhole Interior MANHOLE INSPECTION: E4-5 Municipality: Riverdale, Iowa Date of Inspection: May 6, 2020 Pipe Alignment Diagram: NORTH Manhole Information: Standard Manhole Frame and Lid: MI Yes ❑ No Total Chimney Depth: 0.75 ft Depth of Frame: 0.5 ft Number of Adjustment Rings: 0 Diameter: 5 ft Manhole Depth: 7 ft Notes: Leak in barrel joini Picture of Chimney Assembly 00 31 32-45 MANHOLE INSPECTION: E4-2 Municipality: Riverdale, Iowa Date of Inspection: May 6, 2020 Pipe Alignment Diagram: NORTH Picture of Manhole Interior Manhole Information: Standard Manhole Frame and Lid: ■ Yes ❑ No Total Chimney Depth: 1.3 ft Depth of Frame: 0.75 ft Number of Adjustment Rings: 0 Diameter: 6 ft Manhole Depth: 10.1 ft Notes: leak present Picture of Chimney Assembly 00 31 32-46 MANHOLE INSPECTION: E1-4 Municipality: Riverdale, Iowa Date of Inspection: May 6, 2020 Pipe Alignment Diagram: N NORTH Picture of Manhole Interior Manhole Information: Standard Manhole Frame and Lid: Yes ❑ No Total Chimney Depth: 2.7 ft Depth of Frame: 0.85 ft Number of Adjustment Rings: 3 Diameter: too deep ft Manhole Depth: very deep ft Notes: 5.7 ft to pipe Picture of Chimney Assembly 00 31 32-47 Gr?fljJj 1.ASSET INSP CUES, Inc. 3600 Rio Vista Avenue Orlando, FL 32805 Phone: 407-849-0190 Fax: 407-425-1569 Main Inspections Pipe Run with Images Project name: Panorama Park Start dare; time: 9/20/2019 1:23 PM C Mainline ID: San3883 Direction: D Material: VCP City: Panorama Park Weather: 1 Height: 8 in. Street: Park Ave C AMH 'SanM12714' Started at 0.0 ft. with flow — on 9/20/2019 1:23:02 PM At 11.2 ft. 3/. 1 TF - Tap Factory At 59.2 ft. 3/. 4, TF - Tap Factory Comments: fap part pluged Omitted: 59.67 ft. At 128.6 ft. + 501: MWLS - Water Level Sag Rating: 2 Category: Structural At 133.8 ft. � F01: MWLS - Water Level Sag Rating: 2 Category: Structural i At 0.0 ft. AMH - Manhole Comments: SanM12714 + At 0.0 ft. MWL - Water Level I At 10.2 ft. 8/4 DAE - Deposits Attached Encrustation Rating: 2 Category: O&M At 27.0 ft. 8/4 DAE - Deposits Attached Encrustation Rating: Category: O&M i At 53.1 ft. 8/4 DAE - Deposits Attached Encrustation Rating: 2 Category: O&M + At 59.8 ft. 11/. ID - Infil Dripper Rating: 8 Category: O&M + At 76.6 ft. 9/. TF - Tap Factory Main Inspections Pipe Run with Images Page 1 of 2 00 31 32-48 Project name: Mainline ID: Start date/time: Direction Panorama Park San3883 9/2012019 1:23 PM D Weather: 1 Omitted: c �. c � 191.3 ft. Stopped at 191.3 R. with flow on 9/20/2019 1:42:19 PM —~ AMH SanM12715' + At 191.3 ft. AMH - Manhole Comments: pipe in good conditon Main Inspections Pipe Run with Images Page 2 of 2 00 31 32-49 Granit+eA ASSET INSPECTION / OECISION SUPPORT SOF VARE CUES, Inc. 3600 Rio Vista Avenue Orlando, FL 32805 Phone: 407-849-0190 Fax: 407-425-1569 Main Inspections Pipe Run with Images Project name: Panorama Park Start date; time: 9/27/2019 10:13 AM C Mainline [D: San3879 Direction: D Material: VCP City: Panorama Park 3 8 in. Street: Park Ave Location code: C Width: 8 in. C C GJ �J 2 la ro Started at 0.0 ft. with flow on 9/27/2019 10:13:32 AM Omitted: 281.53 R. At 86.4 ft. 3/. + TFA - Tap Factory Active Comments: laterel 50% pluged with rock At 88.6 ft. 3/. i TFA - Tap Factory Active Comments: Iattral 30% pluged with rock AMH 'SanM13904' i At 0.0 ft. AMH - Manhole Comments: SanM13904 i At 0.0 ft. MWL - Water Level + At 120.0 ft. 9/3 RE) - Roots Fine Joint Rating: Category: O&M + At 124.9 ft. 8/4 RMJ - Roots Medium Joint Rating: a Category: O&M Main Inspections Pipe Run with Images Page 1 of 4 00 31 32-50 Panorama Park San3879 9/27/2019 10:13 AM D 3 Mainline length: 406.4 ft. m • Omitted: 140.1 ft. Omitted: 253.13 ft. At 151.9 ft. 3/. 4 TFA - Tap Factory Active Comments: lateral 95% piuged with roots At 140.1 ft. 12/10 RBI - Roots Ball Joint Rating: I Category: O&M At 150.5 ft. 3/B RBJ - Roots Ball Joint Rating: 4 Category: O&M i At 153.3 ft. 8/4 RBJ - Roots Ball Joint Rating: 4 Category: O&M Main Inspections Pipe Run with Images Page 2 of 4 00 31 32-51 Panorama Park San3879 9/27/2019 10:13 AM 0 3 Mainline length: 406.4 ft. Surveyed length: 413.4 It Omitted: 157.9 ft. At 205.6 ft. 2/. 4 TFA - Tap Factory Active At 296,4 ft. 3/. + TFA - Tap Factory Active Stopped at 302.5 ft. with flow on 9/27/2019 11:05:31 AM — At 356.7 ft. 2/. 4 TFA - Tap Factory Active AMH `SanM12831' i At 157,9 ft. 12/4 RM] - Roots Medium Joint Rating: J Category: O&M i At 168.8 ft. 12/11 RBJ - Roots Ball Joint Rating: 4 Category: O&M .O.. 4.1411 At 178.3 ft. 9/3 RFJ - Roots Fine Joint Rating: Category: O&M t At 243.2 ft. 11/. TFA - Tap Factory Active + At 329.0 ft. 11/. TFA - Tap Factory Active Some observations have distance greater than the pipe length Main Inspections Pipe Run with Images Page 3 of 4 00 31 32-52 Granite ASSET INSPECTION / DECISION SUPPORT SOFTWARE • CUES, Inc. 3600 Rio Vista Avenue Orlando, FL 32805 Phone: 407-849-0190 Fax: 407-425-1569 Main Inspections Pipe Run with Images Project name: Mainline ID: Panorama Park San3876 Start date; time: Direction: 9/27/2019 1:28 PM D i ltis, : Material: C VCP City: Street: Panorama Park Park Ave Location code: 6 C Width: 8 in. 8in. AMH SanM12830' Started at 0.0 ft. withflow -- F F c on 9/27/2019 1:28:31. PM a, Omitted: 178.4 ft. 2 f 3 i At 0.0 ft. AMH - Manhole Comments: SanM12830 At 0.0 ft. MWL - Water Level i At 2.9 ft. 2/4 CM - Crack Multiple Rating: a Category: Structural + At 7.6 ft. 7/12 RMJ - Roots Medium Joint Rating: I Category: O&M Main Inspections Pipe Run with Images Page 1 of 3 00 31 32-53 Project n'nir: Panorama Park 6 San3876 Start date/time DI( c= ion 9127/20191:28 PM D .172 o Omitted: 13.1 ft. VD en 00 CO - — 04 a+ c c 92 v Omitted: 141.6 ft. + At 13.1 ft. 1/5 RFJ - Roots Fine Joint Rating: I Category: O&M + At 33.4 ft. 9/3 RMJ - Roots Medium Joint Rating: Category: O&M + At 38.7 ft. 6/9 RMJ - Roots Medium Joint Rating: S Category: O&M + At 44.4 ft. 9/. TFA - Tap Factory Active Main Inspections Pipe Run with Images Page 2 of 3 00 31 32-54 Panorama Park Mainline ID . San3876 9/27/2019 1:28 PM D 6 Mainline length: Surveyed length: Omitted: 50.8 ft. At 56.6 ft. 3/. + TFA - Tap Factory Active Comments: Lateral 100 % blocked by root ball. Stopped at 183.4 ft. with flow + _ on 9/27/2019 1:48:09 PM . r AMH 'SanM12829' At 50.8 ft. 9/3 RMJ - Roots Medium Joint Rating: Category: O&M + At 55.6 ft. 814 RBJ - Roots Ball Joint Rating: 4 Category: O&M + At 88.9 ft. 10/. TFA - Tap Factory Active + At 183.4 ft. AMH - Manhole Comments: Pipe in good condition. Pipe needs to be root cut. Main Inspections Pipe Run with Images Page 3 of 3 00 31 32-55 ASSET INSPECTION ! DECIjO Pojso jE CUES, Inc. 3600 Rio Vista Avenue Orlando, FL 32805 Phone: 407-849-0190 Fax: 407-425-1569 Main Inspections Pipe Run with Images Project name: Panorama Park Start date/time: 9/27/2019 1:54 PM Shape: C Mainline ID: San3875 Direction: D Material: VCP City: Panorama Park 6 8 in. Park Ave Location code: C Width: 8 in. o IN cn c C) c_ c ro 2 a rn Started at 0,0 ft. with flow -- on 9/27/019 1:54:15 PM At 21.0 ft. 21. + TFA - Tap Factory Active Omitted: 149.5 ft. At 58.5 ft. 2/. i TFA - Tap Factory Active AMH 'SanM12829' I Cr. ) tosi lt�t i At 0.0 ft. AMH - Manhole Comments: SanM12829 i At 0.0 ft. MWL - Water Level At 19.1 ft. 10/. TFA - Tap Factory Active + At 32.6 ft. 12/5 RFJ - Roots Fine Joint Rating: I Category: O&M + At 37.7 ft. 7/4 RFJ - Roots Fine Joint Rating: I Category: O&M At 52.9 ft. 3/5 RFJ - Roots Fine Joint Rating: I Category: O&M r Ft Main Inspections Pipe Run with Images Page 1 of 4 00 31 32-56 Project name: Panorama Park Weather: 6 Mainline ID: San3875 Start date/time: Direction 9/27/2019 1:54 PM D o. 8 g Omitted: 60 ft. N ..a { co ig t Omitted: 125.4 ft. f � At60.Bft. 2/. + TFA - Tap Factory Active Comments: Roots in lateral connection. + At 60.0 R. 8/11 RFJ - Roots Fine Joint Rating: I Category: O&M + At 67.1 ft. 8/9 RD - Roots Tap Joint Rating: 2 Category: O&M + At 72.3 ft. 10/3 RD - Roots Tap Joint Rating: 2 Category: O&M + At 62.6 ft. 8/4 RFJ - Roots Fine Joint Rating: I Category: O&M Main Inspections Pipe Run with Images Page 2 of 4 00 31 32-57 Panorama Park \oleic their; 6 San3875 D 9/27/2019 1:54 PM D Mainline length: 208.0 ft. Surveyed length: Omitted: 86.6 ft. Omitted: 64.8 ft. 1 + At 86.6 ft. 8/4 RBJ - Roots Ball Joint Rating: 4 Category: O&M i At 97.8 ft. 4/. RFJ - Roots Fine Joint Rating: I Category: O&M I At 118.0 ft. 3/. RFJ - Roots Fine Joint Rating: I Category: O&M + At 128.1 ft. 10/2 RTJ - Roots Tap Joint Rating: 2 Category: O&M + At 143.2 ft. 11/4 RFJ - Roots Fine Joint Rating: I Category: O&M Main Inspections Pipe Run with Images Page 3 of 4 00 31 32-58 Project name: Mainline ID: Start darer'time: ,-hop- Panorama Park San3875 9/27/2019 1:54 PM D Weather: 6 Omitted: 163.6 ft. 0 0 F w on 9/27/2019 2:22:42 PM c � Stopped at 194.0 ft. with flow AMH 'SanM12827" i At 163.6 ft. 8/5 RMJ - Roots Medium Joint Rating: j Category: O&M + At 169.0 ft. 4/. RFJ - Roots Fine Joint Rating: I Category: O&M + At 192.8 ft. XP - Collapse Pipe Sewer Rating: I Category: Structural i At 193.9 ft. AMH - Manhole Comments: Ppe in good condition. Pipe needs root cut. Pipe is collasped at 193 feet from up stream manhole 12829. Needs to be repaired!!! Main Inspections Pipe Run with Images Page 4 of 4 00 31 32-59 GraniteNet ASSET INSPECTION / DECISION SUPPORT SOFTWARE CUES, Inc. 3600 Rio Vista Avenue Orlando, FL 32805 Phone: 407-849-0190 Fax: 407-425-1569 Main Inspections Pipe Run with Images Project name; Mainline ID: City! St: -=et: Panorama Park San3872 Panorama Park Park Ave. Start date/time: Direction: Weather: Location code: 9/30/2019 12:51 PM U 6 C Material: Height: Width; C VCP '8 in. 8 in. o 4 - Stopped at 311.9 ft. against flow ,n ▪ on 9/30/2019 1:13:33 PM M f'1 c v 173 cn Omitted: 234.6 ft. AMH 'SanM12832' } ! At 311.9 ft. AMH - Manhole Comments: Pipe needs root cut. ! At 245.5 ft. 12/12 RFJ - Roots Fine Joint Rating: 1 Category: O&M ! At 234.6 ft. 3/. TF - Tap Factory ! At 234.6 ft. 2/5 RBL - Roots Ball Lateral Rating: 1 Category: O&M Comments: 95% blockage in lateral, 6O% blockage in main line. Main Inspections Pipe Run with Images Page 1 of 3 00 31 32-60 Panorama Park 6 San3872 9/30/2019 12:51 PM U Omitted: 139.1 ft. 0; vi .� - .-1 P� M t r ✓ 4d c C aJ c c � 7 X N Omitted: 107.9 ft. At 175.9 ft. 7/10 RMJ - Roots Medium Joint Rating: I Category: O&M At 140.7 ft. 3/. TFA - Tap Factory Active At 140.7 ft. 7/12 RBJ - Roots Ball Joint Rating: I Category: O&M At 113.1 ft. 9/11 RFJ - Roots Fine Joint Rating: I Category: O&M At 113.1 ft. 10/2 ID - Infil Dripper Rating: I Category: O&M At 107.9 ft. 12/12 RBJ - Roots Ball Joint Rating: I Category: O&M Main Inspections Pipe Run with Images Page 2 of 3 00 31 32-61 Panorama Park San3872 9/30/2019 12:51 PM U 6 Omitted: 211.7 ft. Started at 0.0 ft. against flow + on 9/30/2019 12:51:55 PM AMH 'SanM1.8 At 103.3 ft. 3/. TFA - Tap Factory Active At 100.4 ft. 12/12 RBJ - Roots Ball Joint Rating: 4 Category: O&M At 95.0 ft. 12/12 RBJ - Roots Ball Joint Rating: 1 Category: O&M 4 At 91.1 ft. 12/. IR - Infil Runner Rating: 1 Category: O&M At 91.1 ft. 12/12 RMJ - Roots Medium Joint Rating: 1 Category: G&t.1 4 At 0.0 ft. AMH - Manhole Comments: SanM12826 4 At 0,0 ft. MWL - Water Level Main Inspections Pipe Run with Images Page 3 of 3 00 31 32-62 GraniteNet {p. ASSET INSPECTION / DECISION SUPPORT SOFTWARE CUES, Inc. 3600 Rio Vista Avenue Orlando, FL 32805 Phone: 407-849-0190 Fax: 407-425-1569 Main Inspections Pipe Run with Images Project name: Mainline ID: Panorama Park San3873 Start date/time: Direction: 9/30/2019 1:25 PM D Shape: Material: C VCP City: Street: Panorama Park Park Ave. Weather: Location code: 6 C Height: Width: 8 in. 8in. Started at 0.0 ft. with flow! on 9/30/2019 1:25:24 PM At 48.3 ft. 3/. + TFA - Tap Factory Active Comments: Lateral 50% blocked by grit. At57.8ft. + S01: MWLS - Water Level Sag Rating: g Category: Structural At 92.2 ft. 3/. + TFA - Tap Factory Active Omitted: 69.1 ft. At 203.9 ft. 3/. + TFA - Tap Factory Active AMH 'SanM12827' + At 0.0 ft. AMH - Manhole Comments: SanM12827 + At 0.0 ft. MWL - Water Level + At 8.1 ft. 9/3 IG - Infil Gusher Rating: Category: O&M + At 13.4 ft. 11/3 IG - Infil Gusher Rating: Category: O&M t _ + At 30.9 ft. 9/. TFA - Tap Factory Active Main Inspections Pipe Run with Images Page 1 of 2 00 31 32-63 Project name: Mainline ID: Panorama Park San3873 Weather: 6 Start date/time: 9/30/2019 1:25 PM Direction: D e O M N N Omitted: 256.3 ft. At258.3lt. i F01: MWLS - Water Level Sag Rating: Category: Structural Stopped at 258.3 R. with flow on 9/30/2019 2:29:28 PM AMH SanM12826' I At 258.3 R. NSA - Abandoned Survey Commets: Cani a" ider'water, too much flow. Main Inspections Pipe Run with Images Page 2 of 2 00 31 32-64 MH12828 INSPECTION Municipality: Panorama Park Date of Inspection: October 16, 2019 Pipe Alignment Diagram: PARK AVE. 2ND ST. Picture(s) of Manhole Interior: Picture Number 1 NORTH Measured Manhole Depth: _6.4_ FT NOTE: BRING TO GRADE 00 31 32-65 Picture Number 2 Manhole Chimney Information: Total Depth: 23 in. Depth of frame: 10 in. Number of Adjustment Rings: 2 rings Standard Manhole Frame and Lid: ll Yes ❑ No Picture of Chimney Assembly: Picture Number 3 00 31 32-66 MH12826 INSPECTION Municipality: Panorama Park Date of Inspection: October 16, 2019 Pipe Alignment Diagram: PARK AVE. Picture(s) of Manhole Interior: Picture Number 1 NORTH Measured Manhole Depth: _7.3_ FT NOTE: BRING TO GRADE 00 31 32-67 2019.10.1e , Picture Number 2 Manhole Chimney Information: Total Depth: 14 in. Depth of frame: 10 in. Number of Adjustment Rings: 1 ring Standard Manhole Frame and Lid: II Yes ❑ No Picture of Chimney Assembly: Picture Number 3 00 31 32-68 MH18 INSPECTION Municipality: Panorama Park Date of Inspection: October 18, 2019 Pipe Alignment Diagram: PARK AVE Picture(s) of Manhole Interior: Picture Number 1 NORTH Measured Manhole Depth: _4.8_ FT NOTE: 0.5 FT BELOW GRADE 00 31 32-69 Picture Number 2 Manhole Chimney Information: Total Depth: 22 in. Depth of frame: 10 in. Number of Adjustment Rings: 2 rings Standard Manhole Frame and Lid: Yes ❑ No Picture of Chimney Assembly: Picture Number 3 00 31 32-70 MH13904 INSPECTION Municipality: Panorama Park Date of Inspection: October 18, 2019 Pipe Alignment Diagram: Picture(s) of Manhole Interior: Picture Number 1 NORTH Measured Manhole Depth: _10.4_ FT DROP MANHOLE OFFSET CHIMNEY 00 31 32-71 Picture Number 2 Manhole Chimney Information: Total Depth: 33 in. Depth of frame: 10 in. Number of Adjustment Rings: 2 rings Standard Manhole Frame and Lid: MI Yes ❑ No Picture of Chimney Assembly: Picture Number 3 00 31 32-72 MH12715 INSPECTION Municipality: Panorama Park Date of Inspection: October 18, 2019 Pipe Alignment Diagram: PARK AVE. Picture(s) of Manhole Interior: Picture Number 1 NORTH Measured Manhole Depth: _10.2_ FT DROP MANHOLE OFFSET CHIMNEY NOTE: BRING TO GRADE 00 31 32-73 Picture Number 2 Manhole Chimney Information: Total Depth: 16 in. Depth of frame: 10 in. Number of Adjustment Rings: 1 ring Standard Manhole Frame and Lid: II Yes ❑ No Picture of Chimney Assembly: Picture Number 3 00 31 32-74 BIDDER BID JOINT SANITARY SEWER REHABILITATION RIVERDALE AND PANORAMA PARK SCOTT COUNTY PROJECT #10876079 and #19924002 TABLE OF ARTICLES Article Article Number 1 Bid Recipient 2 Bidder's Acknowledgements 3 Bidder's Representations 4 Bidder's Certification 5 Basis of Bid 6 Time of Completion 7 Attachments to this Bid 8 Defined Terms 9 Bid Submittal Project # 1992402 © 2021 MSA Professional Services, Inc. 00 41 00-1 Bid BIDDER ARTICLE 1 - BID RECIPIENT 1.01 This Bid is submitted to: City of Riverdale 110 Manor Drive Riverdale, IA 52722 City of Panorama Park 120 Short Street Panorama Park, IA 52722 1.02 The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNERS in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. ARTICLE 2 - BIDDERS ACKNOWLEDGEMENTS 2.01 BIDDER accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that BIDDER may agree to in writing upon request of OWNER. ARTICLE 3 - BIDDER'S REPRESENTATIONS 3.01 In submitting this Bid, BIDDER represents that: A. BIDDER has examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged. Addendum No. Addendum Date B. BIDDER has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work. C. BIDDER is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress and performance of the Work. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 41 00-2 Bid BIDDER D. BIDDER has considered the information known to BIDDER; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by BIDDER, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) BIDDER's safety precautions and programs. E. Based on the information and observations referred to in Paragraph 3.01.E above, BIDDER does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times required, and in accordance with the other terms and conditions of the Bidding Documents. F. BIDDER is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents. G. BIDDER has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that BIDDER has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to BIDDER. H. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. ARTICLE 4 - BIDDER'S CERTIFICATION 4.01 BIDDER certifies that: A. This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization or corporation; B. BIDDER has not directly or indirectly induced or solicited any other BIDDER to submit a false or sham Bid; C. BIDDER has not solicited or induced any individual or entity to refrain from bidding; and D. BIDDER has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph 4.01.D: 1. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process; Project # 1992402 © 2021 MSA Professional Services, Inc. 00 41 00-3 Bid BIDDER 2. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of OWNER, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive OWNER of the benefits of free and open competition; 3. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of OWNER, a purpose of which is to establish bid prices at artificial, non-competitive levels; and 4. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. ARTICLE 5 - BASIS OF BID 5.01 BIDDER will complete the Work in accordance with the Contract Documents for the following price(s): ITEM NO. ITEM DESCRIPTION ESTIMATED UNIT TOTAL QUANTITY UNITS PRICE PRICE TRAFFIC CONTROL, SUDAS 1' 8030.104 1 2. EXTERIOR CHIMNEY SEAL 17 MANHOLE JOINT SEALING 3' SPECIAL 8 4. FURNISH CASTINGS TYPE 1 3 5. FURNISH CASTINGS TYPE 2 2 6. CLEAN MH INVERT 6 MANHOLE ADJUSTMENT 7' MINOR 16 8. MANHOLE ADJUSTMENT 3 9. CHEMICAL GROUT 21 10. ENCRUSTATION REMOVAL 22 11. CUT ROOT WAD 22 12 CURED IN PLACE PIPE 2837 LINING, 8" CURED IN LINING, 10" CURED IN PLACE PIPE 13. PLACE PIPE 363 14. 1418 LINING, 12" 15. REINSTATE LATERAL 26 REAM PROTRUDING 16. 0 LATERAL TAP ABANDON SANITARY 17. 0 LATERAL SERVICE LS $ $ EA $ $ EA $ $ EA $ $ EA $ $ EA $ $ EA $ $ EA $ $ EA $ $ EA $ $ EA $ $ LF $ $ LF $ $ LF $ $ EA $ $ EA $ $ EA $ $ Project # 1992402 © 2021 MSA Professional Services, Inc. 00 41 00-4 Bid BIDDER BASIS OF BID (CONT.) ITEM ITEM ESTIMATED UNIT TOTAL NO. DESCRIPTION QUANTITY UNITS PRICE PRICE 18. GROUT LATERAL 22 19. PCC MANHOLE APRON 4 20. SW -514, 8" 16 21 SAWCUT BREAKOUT LINE 84 22 ONSITE TOPSOIL, 6" 220 23 TYPE 1 SEEDING 239 24 PAVEMENT REMOVAL 39 GRANULAR SUBBASE 25 MATERIAL, 10" 31 26 STM MH, 4' DIA. 2 EA $ $ 27 STM MH, 5' DIA. 1 EA $ $ 28 STRUCTURE REMOVAL 1 EA $ $ 29 PIPE REMOVAL, 12" 7 LF $ $ 30 STORM SEWER, (PVC), 12" 10 LF $ $ 31 SW -505 INTAKE 1 EA $ $ 32 CLASS 10 EXCAVATION 5 CY $ $ 33 BYPASS PUMPING 8 EA $ $ 34 TELEVISE SEWER 250 LF $ $ 35 END SEAL, 8" 24 EA $ $ 36 END SEAL, 10" 2 EA $ $ 37 END SEAL, 12" 6 EA $ $ 38 CONCRETE WASHOUT 2 EA $ $ 39 BORROW 55 CY $ $ 40. MOBILIZATION 1 LS $ $ EA EA SY LF SY SY SY SY $ $ TOTAL: Items #1-#40 $ Unit prices have been computed in accordance with Paragraph 11.03.B of the General Conditions. BIDDER acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities determined as provided in the Contract Documents. BIDDER acknowledges that contract quantities will be spilt between each OWNER for AGREEMENT and PAYMENT. Bid award is based on the sum of all combined quantities. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 41 00-5 Bid BIDDER ARTICLE 6 - TIME OF COMPLETION 6.01 BIDDER agrees that the Milestone A Work will be substantially completed on or before October 15, 2021. Milestone A Work is composed of the following pay items: 2, 4, 5, 7, 8, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 38, and 39. 6.02 BIDDER agrees that Milestone B Work will be substantially completed on or before November 30, 2021. Milestone B Work consist of all remaining pay items. 6.03 BIDDER agrees that all work will be completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before December 29, 2021. 6.04 BIDDER accepts there are no liquidated damages. If there are damages, evidence of damages will be presented to the Contractor for restitution to the OWNERS. ARTICLE 7 - ATTACHMENTS TO THE BID 7.01 The following documents are submitted with and made a condition of this Bid: A. Required Bid security in the form of B. List of Proposed Subcontractors C. List of Proposed Suppliers D. Evidence of authority to do business in the state of the Project; or a written covenant to obtain such license within the time for acceptance of Bids; E. Contractor's License No.: [or] Evidence of Bidder's ability to obtain a State Contractor's License and a covenant by Bidder to obtain said license within the time for acceptance of Bids; Project # 1992402 © 2021 MSA Professional Services, Inc. 00 41 00-6 Bid BIDDER ARTICLE 8 - DEFINED TERMS 8.01 The terms used in this Bid with initial capital letters have the meanings stated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 41 00-7 Bid BIDDER ARTICLE 9 - BID SUBMITTAL BID SUBMITTAL If BID is submitted by: An Individual Name (typed or printed):. By: (SEAL) (Individual's signature) Doing business as: Business address: Phone No.: FAX No.: E-MAIL: A Partnership Partnership Name: (SEAL) By: (SEAL) (Signature of general partner -- attach evidence of authority to sign) Name (typed or printed): Business address: Phone No.: FAX No.: E-MAIL: A Corporation Corporation Name: (SEAL) State of Incorporation: Type (General Business, Professional, Service, Limited Liability): By: _ (SEAL) (Signature -- attach evidence of authority to sign) Name (typed or printed): Title: (CORPORATE SEAL) Attest: Business address: (Signature -- Indicate Title of Attesting Signature) Phone No.: FAX No.: E-MAIL: Date of Qualification to do business in IOWA is / / Project # 1992402 © 2021 MSA Professional Services, Inc. 00 41 00-8 Bid BIDDER A Joint Venture Name of Joint Venturer: First Joint Venturer Name: (SEAL) By: (Signature ofjoint venture partner -- attach evidence of authority to sign) Name (typed or printed): Title: Business address: Phone No.: FAX No.: E-MAIL: Second Joint Venturer Name: (SEAL) By: (Signature ofjoint venture partner -- attach evidence of authority to sign) Name (typed or printed): Title: (Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.) Business address: Phone No.: FAX No.: E-MAIL: SUBMITTED on State Contractor License No. . (if applicable) Project # 1992402 © 2021 MSA Professional Services, Inc. 00 41 00-9 Bid IOWA BIDDER STATUS FORM (Required with Bid) Project # 1992402 © 2021 MSA Professional Services, Inc, 00 42 00-1 Bidder Status Form To be completed by all bidders Part A Please answer "Yes" or "No" for each of the following: ❑ Yes 1=1 No ❑ Yes O Yes ❑ Yes ❑ No ❑ No ❑ No ❑ Yes ❑ 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). My company has an office to transact business in Iowa. My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. 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: Dates: / / to / / Address: City, State, Zip: 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 1. Name of home state or foreign country reported to the Iowa Secretary of State: Part C 2. Does your company's home state or foreign country offer preferences to bidders who are residents? 0 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: 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 02-14 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 ❑Yes No ❑ Yes ❑ No ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. 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. 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 0 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. 309-6001 02-14 PENAL SUM FORM BID BOND Any singular reference to Bidder, Surety, Owner or other party shall be considered plural where applicable. BIDDER (Name and Address): SURETY (Name and Address of Principal Place of Business): OWNER (Name and Address): BID Bid Due Date: Description (Project Name and Include Location): BOND Bond Number: Date (Not earlier than Bid due date): Penal sum (Words) (Figures) Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative. BIDDER SURETY (Seal) (Seal) Bidder's Name and Corporate Seal Surety's Name and Corporate Seal By: By: Signature Signature (Attach Power of Attorney) Print Name Print Name Title Title Attest: Attest: Signature Signature Title Title Note: Above addresses are to be used for giving any required notice. Provide execution by any additional parties, such as joint venturers, if necessary. EJCDC C-430 (2007 Edition) Prepared by the Engineers Joint Contract Documents Committee. 004300-1 PENAL SUM FORM 1. Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Bidder's and Surety's liability. Recovery of such penal sum under the terms of this Bond shall be Owner's sole and exclusive remedy upon default of Bidder. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents. 3. This obligation shall be null and void if: 3.1 Owner accepts Bidder's Bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents, or 3.2 All Bids are rejected by Owner, or 3.3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by Paragraph 5 hereof). 4. Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due. 5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from Bid due date without Surety's written consent. 6. No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety and in no case later than one year after Bid due date. 7. Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located. 8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier, or by United States Registered or Certified Mail, return receipt requested, postage pre -paid, and shall be deemed to be effective upon receipt by the party concerned. 9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby. 10. This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect. 11. The term "Bid" as used herein includes a Bid, offer, or proposal as applicable. EJCDC C-430 (2007 Edition) Prepared by the Engineers Joint Contract Documents Committee. 004300-2 NOTICE OF AWARD Date: Project: Owner: Owner's Contract No.: Contract: i-ngtneer'sProject No.: Bidder: Bidder's Address: [send Notice of Award Certified Mail, Return Receipt Requested] You are notified that your Bid dated for the above Contract has been considered. You are the Successful Bidder and are awarded a Contract for [Indicate total Work, alternates, or sections of Work awarded.] The Contract Price of your Contract is Dollars ($ ). [Insert appropriate data if unit prices are used. Change language for cost-plus contracts.] copies of the proposed Contract Documents (except Drawings) accompany this Notice of Award. sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within [15] days of the date you receive this Notice of Award. 1. Deliver to the Owner f ] fully executed counterparts of the Contract Documents. 2. Deliver with the executed Contract Documents the Contract security [Bonds] as specified in the Instructions to Bidders (Article 20), General Conditions (Paragraph 5.01), and Supplementary Conditions (Paragraph SC -5.01). 3. Other conditions precedent: Failure to comply with these conditions within the time specified will entitle Owner to consider you in default, annul this Notice of Award, and declare your Bid security forfeited. Within ten days after you comply with the above conditions, Owner will return to you one fully executed counterpart of the Contract Documents. Owner By: Authorized Signature Title Copy to Engineer EJCDC C-510 (2007 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. 00 51 00-1 AGREEMENT 1 THIS AGREEMENT is by and between CITY OF RIVERDALE (hereinafter called OWNER 1) and (hereinafter called CONTRACTOR). OWNER 1 and CONTRACTOR, hereby agree as follows: ARTICLE 1 - WORK 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Joint Sanitary Sewer Rehabilitation Project, City of Riverdale , Scott County, Iowa. ARTICLE 2 - THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Joint Sanitary Sewer Rehabilitation Project, City of Riverdale , Scott County, Iowa. ARTICLE 3 - ENGINEER 3.01 The Project has been designed by MSA Professional Services, Inc., 2117 State Street, Suite 200, Bettendorf, IA 52722 which is to act as OWNER l's representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 - CONTRACT TIMES 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Dates for Substantial Completion and Final Payment Milestone A Work will be substantially completed on or before October 15, 2021. Milestone A Work is composed of the following pay items: 2, 4, 5, 7, 8, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 38, and 39. Milestone B Work will be substantially completed on or before November 30, 2021. Milestone B Work consist of all remaining pay items. All work will be completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before December 29, 2021. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-1 Agreement 4.03 Liquidated Damages A. There are no liquidated damages for this project. If there are damages due to CONTRACTOR's delay, these will be presented to the CONTRACTOR for restitution to OWNER 1. ARTICLE 5 - CONTRACT PRICE 5.01 OWNER 1 shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of the amounts determined pursuant to Paragraph 5.01.A. and 5.01.B below: A. For all Unit Price Work, an amount equal to the sum of the established unit price for each separately identified item of Unit Price Work times the actual quantity of that item. The Bid prices for Unit Price Work set forth as of the Effective Date of the Agreement are based on estimated quantities. As provided in Paragraph 11.03 of the General Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by Engineer as provided in Paragraph 9.07 of the General Conditions. B. For all Work, at the prices stated in Contractor's Bid, attached hereto as an exhibit. ARTICLE 6 - PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment by Friday of the fourth week each month in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 6.02 Progress Payments; Retainage 6.03 A. OWNER 1 shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment on or about the third Friday of the month following the month of the submittal of the Application for Payment, as provided in Paragraphs 6.02.A.1 below. All such payments will be measured by the schedule of values established as provided in Paragraph 2.07.A of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in Division 01 -General Requirements. 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER may determine or OWNER may withhold, including but not Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-2 Agreement limited to liquidated damages, in accordance with Paragraph 14.02 of the General Conditions. a. 95% of Work completed (with the balance being retainage). 6.04 Final Payment A. Upon final completion and acceptance of the Work in accordance with Paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said Paragraph 14.07. ARTICLE 7 - INTEREST 7.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall bear interest at the rate of 5.0% per annum. ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce OWNER 1 to enter into this Agreement, CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the work. D. CONTRACTOR has considered the information known to Contractor; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Contract Documents; and (3) CONTRACTOR's safety precautions and programs. E. Based on the information and observations referred to in Paragraph 8.01.E above, CONTRACTOR does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-3 Agreement F. CONTRACTOR is aware of the general nature of work to be performed by OWNER 1 and others at the Site that relates to the Work as indicated in the Contract Documents. G. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. H. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9 - CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (pages 00 52 00-1 to 00 52 00-7, inclusive). 2. Performance Bond (pages 00 61 13.13-1 to 00 61 13.13-3, inclusive). 3. Payment Bond (pages 00 61 13.16-1 to 00 61 13.16-3, inclusive). 4. General Conditions (pages 00 72 00-1 to 00 72 00-68, inclusive). 5. Supplementary Conditions (pages 00 73 00-1 to 00 73 00-14, inclusive). 6. Specifications as listed in the table of contents of the Project Manual bearing the title: Joint Sanitary Sewer Rehabilitation Project, City of Riverdale , Scott County, Iowa. 7. Drawings consisting of 21 sheets with each sheet bearing the following title: Joint Sanitary Sewer Rehabilitation Project, City of Riverdale , Scott County, Iowa. 8. Addenda (Numbers to , inclusive). 9. Exhibits to this Agreement (enumerated as follows): a. CONTRACTOR'S Bid (pages 00 41 00-1 to 00 41 00-9, inclusive). Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-4 Agreement b. Documentation submitted by CONTRACTOR prior to Notice of Award (pages to , inclusive). c. List other required attachments (if any), such as documents required by funding or lending agencies. (i) N/A. 10. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a. Notice to Proceed (pages 00 55 00-1, inclusive). b. Written Amendment(s); c. Work Change Directive(s); d. Change Order(s). e. Field Order(s). B. The documents listed in Paragraphs 9.01.A are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in Paragraph 3.04 of the General Conditions. ARTICLE 10 - MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-5 Agreement A. OWNER 1 and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements and obligations contained in the Contract Documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER 1 and CONTRACTOR, who agrees that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Contractor's Certifications A. CONTRACTOR certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. For the purposes of this Paragraph 10.05: 1. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process or in the Contract execution; 2. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process or the execution of the Contract to the detriment of OWNER, (b) to establish Bid or Contract prices at artificial non-competitive levels, or (c) to deprive OWNER of the benefits of free and open competition; 3. "collusive practice" means a scheme or arrangement between two or more BIDDERS, with or without the knowledge of OWNER, a purpose of which is to establish Bid prices at artificial, non-competitive levels; and 4. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-6 Agreement IN WITNESS WHEREOF, OWNER 1 and CONTRACTOR have signed this Agreement. Counterparts have been delivered to OWNER 1 and CONTRACTOR. All portions of the Contract Documents have been signed or have been identified by OWNER 1 and CONTRACTOR or on their behalf. This Agreement will be effective on (which is the Effective Date of the Agreement). OWNER 1: CONTRACTOR: CITY OF RIVERDALE By: _ By: Michael Bawden, Mayor (Corporate Seal) (Corporate Seal) Attest Attest Kent Royster, Administrator / Clerk Address for giving notices: Address for giving notices: 110 Manor Drive Riverdale, Iowa 52722 (If OWNER 1 is a corporation, attach evidence of authority to sign. If OWNER is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of this Agreement.) License No. (where applicable) Agent for service of process: (If Contractor is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.) Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-7 Agreement AGREEMENT 2 THIS AGREEMENT is by and between CITY OF PANORAMA PARK (hereinafter called OWNER 2) and _ (hereinafter called CONTRACTOR). OWNER 2 and CONTRACTOR, hereby agree as follows: ARTICLE 1 - WORK 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Joint Sanitary Sewer Rehabilitation Project, City of Panorama Park, Scott County, Iowa. ARTICLE 2 - THE PROJECT 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Joint Sanitary Sewer Rehabilitation Project, City of Panorama Park, Scott County, Iowa. ARTICLE 3 - ENGINEER 3.01 The Project has been designed by MSA Professional Services, Inc., 2117 State Street, Suite 200, Bettendorf, IA 52722 which is to act as OWNER l's representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 - CONTRACT TIMES 4.01 Time of the Essence B. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Dates for Substantial Completion and Final Payment Milestone A Work will be substantially completed on or before October 15, 2021. Milestone A Work is composed of the following pay items: 2, 4, 5, 7, 8, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 38, and 39. Milestone B Work will be substantially completed on or before November 30, 2021. Milestone B Work consist of all remaining pay items. Project # 1992402 © 2021 MSA Professional Services, Inc 00 52 00-8 Agreement All work will be completed and ready for final payment in accordance with Paragraph 14.07 of the General Conditions on or before December 29, 2021. 4.03 Liquidated Damages A. There are no liquidated damages for this project. If there are damages that can be attributed to the CONTRACTOR's delay in completing this project on time, these will be presented to the CONTRACTOR for restitution to OWNER 2. ARTICLE 5 - CONTRACT PRICE 5.01 OWNER 2 shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of the amounts determined pursuant to Paragraph 5.01.A. and 5.01.B below: A. For all Unit Price Work, an amount equal to the sum of the established unit price for each separately identified item of Unit Price Work times the actual quantity of that item. The Bid prices for Unit Price Work set forth as of the Effective Date of the Agreement are based on estimated quantities. As provided in Paragraph 11.03 of the General Conditions, estimated quantities are not guaranteed, and determinations of actual quantities and classifications are to be made by Engineer as provided in Paragraph 9.07 of the General Conditions. B. For all Work, at the prices stated in Contractor's Bid, attached hereto as an exhibit. ARTICLE 6 - PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment by Friday of the fourth week each month in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 6.02 Progress Payments; Retainage A. OWNER 1 shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment on or about the third Friday of the month following the month of the submittal of the Application for Payment, as provided in Paragraphs 6.02.A.1 below. All such payments will be measured by the schedule of values established as provided in Paragraph 2.07.A of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in Division 01 -General Requirements. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-9 Agreement 1 Prior to Substantial Completion, progress payments will be made in an amount equal to the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER may determine or OWNER 2 may withhold, including but not limited to liquidated damages, in accordance with Paragraph 14.02 of the General Conditions. a. 95% of Work completed (with the balance being retainage). 6.03 Final Payment A. Upon final completion and acceptance of the Work in accordance with Paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said Paragraph 14.07. ARTICLE 7 - INTEREST 7.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall bear interest at the rate of 5.0% per annum. ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce OWNER 2 to enter into this Agreement, CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the work. D. CONTRACTOR has considered the information known to Contractor; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by CONTRACTOR, including any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Contract Documents; and (3) CONTRACTOR's safety precautions and programs. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-10 Agreement Based on the information and observations referred to in Paragraph 8.01.E above, CONTRACTOR does not consider that further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. CONTRACTOR is aware of the general nature of work to be performed by OWNER 1 and others at the Site that relates to the Work as indicated in the Contract Documents. G. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. H. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ARTICLE 9 - CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (pages 00 52 00-8 to 00 52 00-14, inclusive). 2. Performance Bond (pages 00 61 13.13-1 to 00 61 13.13-3, inclusive). 3. Payment Bond (pages 00 61 13.16-1 to 00 61 13.16-3, inclusive). 4. General Conditions (pages 00 72 00-1 to 00 72 00-68, inclusive). 5. Supplementary Conditions (pages 00 73 00-1 to 00 73 00-14, inclusive). 6. Specifications as listed in the table of contents of the Project Manual bearing the title: Joint Sanitary Sewer Rehabilitation Project, City of Riverdale , Scott County, Iowa. Drawings consisting of 21 sheets with each sheet bearing the following title: Joint Sanitary Sewer Rehabilitation Project, City of Riverdale , Scott County, Iowa. 8. Addenda (Numbers to , inclusive). Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-11 Agreement 9. Exhibits to this Agreement (enumerated as follows): a. CONTRACTOR'S Bid (pages 00 41 00-1 to 00 41 00-9, inclusive). b. Documentation submitted by CONTRACTOR prior to Notice of Award (pages to , inclusive). c. List other required attachments (if any), such as documents required by funding or lending agencies. (i) N/A. 10. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a. Notice to Proceed (pages 00 55 00-1, inclusive). b. Written Amendment(s); c. Work Change Directive(s); d. Change Order(s). e. Field Order(s). B. The documents listed in Paragraphs 9.01.A are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified, or supplemented as provided in Paragraph 3.04 of the General Conditions. ARTICLE 10 - MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-12 Agreement 10.03 Successors and Assigns A. OWNER 1 and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements and obligations contained in the Contract Documents. 10.04 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER 1 and CONTRACTOR, who agrees that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. 10.05 Contractor's Certifications A. CONTRACTOR certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. For the purposes of this Paragraph 10.05: 1. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process or in the Contract execution; 2. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process or the execution of the Contract to the detriment of OWNER, (b) to establish Bid or Contract prices at artificial non-competitive levels, or (c) to deprive OWNER of the benefits of free and open competition; 3. "collusive practice" means a scheme or arrangement between two or more BIDDERS, with or without the knowledge of OWNER, a purpose of which is to establish Bid prices at artificial, non-competitive levels; and 4. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-13 Agreement 1 IN WITNESS WHEREOF, OWNER 2 and CONTRACTOR have signed this Agreement. 2 Counterparts have been delivered to OWNER 2 and CONTRACTOR. All portions of the Contract 3 Documents have been signed or have been identified by OWNER 2 and CONTRACTOR or on 4 their behalf 5 6 This Agreement will be effective on - (which is the Effective 7 Date of the Agreement). OWNER 1: CONTRACTOR: CITY OF PANORAMA PARK By: By: Ronald Rice, Mayor (Corporate Seal) (Corporate Seal) Attest Attest Gary Gleason, City Clerk Address for giving notices: Address for giving notices: 120 Short Street Panorama Park, Iowa 52722 (If OWNER 2 is a corporation, attach License No. evidence (where applicable) of authority to sign. If OWNER is a public body, attach evidence of authority to sign and Agent for service of process: resolution or other documents authorizing execution of this Agreement.) (If Contractor is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.) Project # 1992402 © 2021 MSA Professional Services, Inc. 00 52 00-14 Agreement NOTICE TO PROCEED Date: Project: Owner: Owners Contract No.: Contract: Enputccr's Project No.: Contractor: Contractor's Address: [send Certified Mail, Return Receipt Requested] You are notified that the Contract Times under the above Contract will commence to run on On or before that date, you are to start performing your obligations under the Contract Documents. In accordance with Article 4 of the Agreement, the date of Substantial Completion is . and the date of readiness for final payment is [(or) the number of days to achieve Substantial Completion is , and the number of days to achieve readiness for final payment is ], Before you may start any Work at the Site, Paragraph 2.O1.B of the General Conditions provides that you and Owner must each deliver to the other (with copies to Engineer and other identified additional insureds and loss payees) certificates of insurance which each is required to purchase and maintain in accordance with the Contract Documents. Also, before you may start any Work at the Site, you must: [add other requirements]. (Contractor) Owner Received by: Given by: Authorized Signature (Title) Title Copy to Engineer Date Date EJCDC C-550 (2007 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. 00 55 00-1 PERFORMANCE BOND CONTRACTOR (Name and Address): SURETY (Name and Address of Principal Place of Business): OWNER (Name and Address): CONSTRUCTION CONTRACT Effective Date of the Agreement: Amount: $ Description (Name and Location): BOND Bond Number: Date (not earlier than the Effective Date of the Agreement of the Construction Contract): Amount: $ Modifications to this Bond Form: I None See Paragraph 16 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL SURETY (seal) (seal) Contractor's Name and Corporate Seal Surety's Name and Corporate Seal By: By: Attest: Signature Signature (attach power of attorney) Print Name Print Name Title Signature Attest: Title Signature Title Title Notes: (1) Provide supplemental execution by any additional parties, such as joint venturers. (2) Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. EJCDC C-610 Performance Bond 00 61 13.13-1 Published December 2010 by the Engineers Joint Contract Documents Committee. 1. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference. 2. If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Paragraph 3. 3, If there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond shall arise after: 3.1 The Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default. Such notice shall indicate whether the Owner is requesting a conference among the Owner, Contractor, and Surety to discuss the Contractor's performance. If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference. If the Surety timely requests a conference, the Owner shall attend. Unless the Owner agrees otherwise, any conference requested under this Paragraph 3.1 shall be held within ten (10) business days of the Surety's receipt of the Owner's notice. If the Owner, the Contractor, and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement shall not waive the Owner's right, if any, subsequently to declare a Contractor Default; 3.2 The Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety; and 3.3 The Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract. 4. Failure on the part of the Owner to comply with the notice requirement in Paragraph 3.1 shall not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice. 5. When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one of the following actions: 5.1 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract; 5.2 Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors; 5.3 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owners concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default; or 5.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: 5.4.1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner; or 5.4.2 Deny liability in whole or in part and notify the Owner, citing the reasons for denial. 6. If the Surety does not proceed as provided in Paragraph 5 with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If the Surety proceeds as provided in Paragraph 5.4, and the Owner refuses the payment or the Surety has denied liability, in whole or in part, without further notice the Owner shall be entitled to enforce any remedy available to the Owner. 7. If the Surety elects to act under Paragraph 5.1, 5.2, or 5.3, then the responsibilities of the Surety to the Owner shall not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater than those of the Owner under the Construction Contract. Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication for: 7.1 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract; 7.2 additional legal, design professional, and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Paragraph 5; and 7.3 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor. 8. If the Surety elects to act under Paragraph 5.1, 5.3, or 5.4, the Surety's liability is limited to the amount of this Bond. 9. The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not be reduced or set off on account of any such unrelated obligations. No right of action shall accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors, and assigns. 10. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations. 11, Any proceeding, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and shall be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this paragraph are void or prohibited by law, the minimum periods of limitations available to sureties as a defense in the jurisdiction of the suit shall be applicable. 12. Notice to the Surety, the Owner, or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. 13, When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 14. Definitions 14.1 Balance of the Contract Price: The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made including allowance for the Contractor for any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract. 14.2 Construction Contract: The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents. 14,3 Contractor Default: Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract. EJCDC C-610 Performance Bond 00 61 13.13-2 Published December 2010 by the Engineers Joint Contract Documents Committee. 14.4 Owner Default: Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. 14.5 Contract Documents: All the documents that comprise the agreement between the Owner and Contractor. 15. If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. 16. Modifications to this Bond are as follows: FOR INFORMATION ONLY — (Name, Address and Telephone) Surety Agency or Broker: Owner's Representative (Engineer or other party): EJCDC C-610 Performance Bond 00 61 13.13-3 Published December 2010 by the Engineers Joint Contract Documents Committee. PAYMENT BOND CONTRACTOR (Name and Address): SURETY (Name and Address of Principal Place of Business): OWNER (Name and Address): CONSTRUCTION CONTRACT Effective Date of the Agreement: Amount: $ Description (Name and Location): BOND Bond Number: Date (not earlier than the Effective Date of the Agreement of the Construction Contract): Amount: $ Modifications to this Bond Form: None See Paragraph 18 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth below, do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative. CONTRACTOR AS PRINCIPAL SURETY (seal) (seal) Contractor's Name and Corporate Seal Surety's Name and Corporate Seal By: By: Signature Signature (attach power of attorney) Print Name Print Name Title Attest: Attest: Signature Title Signature Title Title Notes: (1) Provide supplemental execution by any addititnalparties, such as joint venturers. (2) Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. EJCDC C-615 Payment Bond 00 61 13.16-1 Published December 2010 by the Engineers Joint Contract Documents Committee. The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner to pay for labor, materials, and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms. 2. If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies, and holds harmless the Owner from claims, demands, liens, or suits by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond. 3. If there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond shall arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 13) of claims, demands, liens, or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, and tendered defense of such claims, demands, liens, or suits to the Contractor and the Surety. 4. When the Owner has satisfied the conditions in Paragraph 3, the Surety shall promptly and at the Surety's expense defend, indemnify, and hold harmless the Owner against a duly tendered claim, demand, lien, or suit. 5. The Surety's obligations to a Claimant under this Bond shall arise after the following: 5.1 Claimants who do not have a direct contract with the Contractor, 5.1.1 have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed labor or last furnished materials or equipment included in the Claim; and 5.1.2 have sent a Claim to the Surety (at the address described in Paragraph 13). 5.2 Claimants who are employed by or have a direct contract with the Contractor have sent a Claim to the Surety (at the address described in Paragraph 13). 6. If a notice of non-payment required by Paragraph 5.1.1 is given by the Owner to the Contractor, that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Paragraph 5.1.1. 7. When a Claimant has satisfied the conditions of Paragraph 5.1 or 5.2, whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions: 7.1 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed; and 7.2 Pay or arrange for payment of any undisputed amounts. 7.3 The Surety's failure to discharge its obligations under Paragraph 7.1 or 7.2 shall not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement. If, however, the Surety fails to discharge its obligations under Paragraph 7.1 or 7.2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant. 8. The Surety's total obligation shall not exceed the amount of this Bond, plus the amount of reasonable attorney's fees provided under Paragraph 7.3, and the amount of this Bond shall be credited for any payments made in good faith by the Surety. 9. Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that all funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfy obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work. 10. The Surety shall not be liable to the Owner, Claimants, or others for obligations of the Contractor that are unrelated to the Construction Contract. The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make payments to or give notice on behalf of Claimants, or otherwise have any obligations to Claimants under this Bond. 11. The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations. 12. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Paragraph 5.1.2 or 5.2, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs. If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 13. Notice and Claims to the Surety, the Owner, or the Contractor shall be mailed or delivered to the address shown on the page on which their signature appears. Actual receipt of notice or Claims, however accomplished, shall be sufficient compliance as of the date received. 14. When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. 15. Upon requests by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made. 16. Definitions 16.1 Claim: A written statement by the Claimant including at a minimum: 1. The name of the Claimant; 2. The name of the person for whom the labor was done, or materials or equipment furnished; 3. A copy of the agreement or purchase order pursuant to which labor, materials, or equipment was furnished for use in the performance of the Construction Contract; EJCDC C-615 Payment Bond 00 61 13.16-2 Published December 2010 by the Engineers Joint Contract Documents Committee. 4. A brief description of the labor, materials, or equipment furnished; 5. The date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract; 6. The total amount earned by the Claimant for labor, materials, or equipment furnished as of the date of the Claim; 7. The total amount of previous payments received by the Claimant; and 8. The total amount due and unpaid to the Claimant for labor, materials, or equipment furnished as of the date of the Claim. 16.2 Claimant: An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials, or equipment for use in the performance of the Construction Contract. The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute against the real property upon which the Project is located. The intent of this Bond shall be to include without limitation in the terms of "labor, materials, or equipment" that part of the water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Construction Contract, architectural and engineering set -vices required for performance of the work of the Contractor and the Contractor's subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished. 16.3 Construction Contract: The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents. 16.4 Owner Default: Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract. 16.5 Contract Documents: All the documents that comprise the agreement between the Owner and Contractor 17. If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. 18. Modifications to this Bond are as follows: FOR INFORMATION ONLY — (Name, Address, and Telephone) Surety Agency or Broker: Owner's Representative (Engineer or other): EJCDC C-615 Payment Bond 00 61 13.16-3 Published December 2010 by the Engineers Joint Contract Documents Committee. C ontractor's Application For Payment No. To (Owner): Project: Applicatio n Period: From (Contractor): Contract: Application Date: Notice to Proceed Date: Via (Engi neer) Owner's Con tract No. : Contractor's Project No.: Engine er's Project No .: Application for Payment Change Order S ummary Approved Change Orders N umber Additions Deductions TOTALS N ET CH ANG E BY CHANG E ORDERS $0.00 $0.00 $0.00 C ontr actor's Certification The un dersigned Con tractor certifies that: (1) all previou s progress paymen ts receiv ed from Owner on a ccou nt of Work don e un der the Contract have been applied on account to discharge Contractor's legitimate obligation s incurred in connection with Wo rk cov ered by prior Application s for Payment; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this A pplication for Paymen t will pass to O wn er at time of paymen t free and clear of all Liens, security interests and encumbrances (except su ch as are cov ered by a Bond acceptable to Own er indemnifying Owner against any such Lien s, security interest or en cu mbran ces); and (3) all Wo rk cov ered by this Application for Payment is in accordance with the Contract Documents an d is n ot defective. By: Da te : 1. ORIGINAL C ONTR ACT P RICE 2. Net change by Ch ange Orders 3. C URREN T CONT RACT PRICE (Li ne 1 ± 2) 4. TOTAL COMPLETED AND ST ORED TO DATE (Col umn G on Progress Estimate) 5. RETAIN AGE: a. % x $ Work Completed b. % x $ Stored Material c. Tot al Retai nage (Line 5a + Li ne 5b) 6. AM OUN T ELIGIBLE TO DATE (Line 4 - Line 5c) 7. LESS PREVIOUS P AYMENTS (Line 6 f rom prior Application) 8. AM OU NT DUE THIS APPLICA TION 9. BALANCE TO FI NIS H, PLUS RET AINA GE (Col umn I on Pr ogress Estim ate + Line 5 above) Payme nt of: $ is re co mmended by: Payment of: is approved by: A pproved by: (Line 8 or other - attach expla nati on of other amo unt) (Engin eer) ( Date) (Line 8 or other - attach e xpla nation of other amo unt) (Ow ner) (Date) Fu nding Agency (if applicable) (Date) EJCDC No. C-620 (2007 Edition ) Page 1 of 3 Prepa red by the Engineers' Joint Contract Do cu ments Committee and endorsed by the A ssociated Genera l Contractors of America and the Constructio n Specifications Institute. 00 62 76-1 Progress Estimate Contract or's Application Fo r (contra ct): Applicatio n Number: A pplication Period: Application Date: A B C D E F G l H 1 Item Bid Qua ntity Unit Price Bid Value Work C ompleted P Materials Presently Stored (not in C or D) Total C ompleted and St ored to Date Balance to Fi nish (B - G) Bid Item No. Description From Previous Application Q ua ntity this Period Value this Applicatio n $ (C + E+ F) % (G / B) To tals EJCDC N o. C-620 (2007 Edition) Prepared by the Engin eers' Joint Contra ct Do cuments Committee an d endorse d by the A ssociated G eneral Contracto rs of America an d the Constructio n Specifica tions In stitute. Page 2 of 3 00 62 76-2 Field Order No. Date of Issuance: Effective Date: Project: Owner: Owner's Contract No : Contract: Date of Contract: Contractor: Engineer's Project No. Attention: You are hereby directed to promptly execute this Field Order issued in accordance with General Conditions Paragraph 9.04.A, for minor changes in the Work without changes in Contract Price or Contract Times. If you consider that a change in Contract Price or Contract Times is required, please notify the Engineer immediately and before proceeding with this Work. Reference: Description: (Specification Section(s)) {Drawing(s) / Detail(s)) Attachments: Receipt Acknowledged by Contractor: Copy to Owner Engineer: Date: EJCDC C-942 Field Order (2007 Edition) 00 63 36-1 Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Work Change Directive No. Date of Issuance: Effective Date: Project: Contract: Contractor: Owner: Owner's Contract No.: Date of Contract: Engineer's Project No.: Contractor is directed to proceed promptly with the following change(s): Item No Description Attachments (list documents supporting change): Purpose for Work Change Directive: Authorization for Work described herein to proceed on the basis of Cost of the Work due to: ❑ Nonagreement on pricing of proposed change. ❑ Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. Estimated change in Contract Price and Contract Times: Contract Price $ (increase/decrease) Contract Time (increase/decrease) days Recommended for Approval by Engineer: Authorized for Owner by: Received for Contractor by: Date Date Date Received by Funding Agency (if applicable)• Date: EJCDC C-940 Work Change Directive (2007 Edition) 00 63 49-1 Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Change Order No. Date of Issuance: Effective Date: Project: Owner: Contract: Contractor: Owner's Contract No.: Date of Contract: Engineer's Project No : The Contract Documents are modified as follows upon execution of this Change Order: Description: Attachments (list documents supporting change): CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times- ❑ Working days Substantial completion (days or date): Ready for final payment (days or date): ❑ Calendar days [Increase] [Decrease] from previously approved Change Orders [Increase] [Decrease] from previously approved Change Orders No. to No.: No. to No. Substantial completion (days): $ Ready for final payment (days): Contract Price prior to this Change Order: $ [Increase] [Decrease] of this Change Order: Contract Price incorporating this Change Order: Contract Times prior to this Change Order: Substantial completion (days or date): Ready for final payment (days or date): [Increase] [Decrease] of this Change Order: Substantial completion (days or date): Ready for final payment (days or date): Contract Times with all approved Change Orders: Substantial completion (days or date): Ready for final payment (days or date): RECOMMENDED: By: Engineer (Authorized Signature) Date: Approved by Funding Agency (if applicable): ACCEPTED: ACCEPTED: By: By: Owner (Authorized Signature) Contractor (Authorized Signature) Date: Date: Date: EJCDC C-941 Change Order (2007 Edition) 00 63 63-1 Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Certificate of Substantial Completion Project: Owner: Contract: Owner's Contract No Engineer's Project No.: This [tentative] [definitive] Certificate of Substantial Completion applies to: ❑ All Work under the Contract Documents: ❑ The following specified portions of the Work: Date of Substantial Completion The Work to which this Certificate applies has been inspected by authorized representatives of Owner, Contractor, and Engineer, and found to be substantially complete, The Date of Substantial Completion of the Project or portion thereof designated above is hereby declared and is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below. A [tentative] [definitive] list of items to be completed or corrected is attached hereto. This list may not be all-inclusive, and the failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents The responsibilities between Owner and Contractor for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as provided in the Contract Documents except as amended as follows: Amended Responsibilities Not Amended Owner's Amended Responsibilities: Contractor's Amended Responsibilities: The following documents are attached to and made part of this Certificate - This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract Documents. Executed by Engineer Date Accepted by Contractor Dale Accepted by Owner Date EJCDC C-625 (2007 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. 00 65 16-1 Release of Claims Project # 1992402 © 2021 MSA Professional Services, Inc. 00 65 19.16-1 Release of Claims (Iowa Guide 7c) Iowa Instruction 1942-A RELEASE OF CLAIMS CONTRACTOR, on behalf of itself, its subsidiaries, its affiliated entities, and each of their partners, respective shareholders, directors, officers, employees, agents, and attorneys and their predecessors, successors, and assigns (collectively "CONTRACTOR") hereby waives, releases and discharges OWNER, its officers, directors, employees and agents from and all actions, causes of action, claims and liabilities of any kind which in any manner arise from, relate to or are involved by CONTRACTOR's WORK on the PROJECT as defined by the CONTRACT DOCUMENTS. The waived, released and discharged actions, causes of action, claims and liabilities shall be forever barred once CONTRACTOR accepts final payment. CONTRACTOR By: Name: PRINT Title: Date: OWNER 1 By: Name: PRINT Title: Date: (4-7-97) SPN 508 (Iowa Guide 7c) Iowa Instruction 1942-A RELEASE OF CLAIMS CONTRACTOR, on behalf of itself, its subsidiaries, its affiliated entities, and each of their partners, respective shareholders, directors, officers, employees, agents, and attorneys and their predecessors, successors, and assigns (collectively "CONTRACTOR") hereby waives, releases and discharges OWNER, its officers, directors, employees and agents from and all actions, causes of action, claims and liabilities of any kind which in any manner arise from, relate to or are involved by CONTRACTOR's WORK on the PROJECT as defined by the CONTRACT DOCUMENTS. The waived, released and discharged actions, causes of action, claims and liabilities shall be forever barred once CONTRACTOR accepts final payment. CONTRACTOR By: Name: PRINT Title: Date: OWNER 2 By: Name: PRINT Title: Date: (4-7-97) SPN 508 Statement of Final Completion and Owner's Acceptance of the Work Project # 1992402 © 2021 MSA Professional Services, Inc. 00 65 19.23-1 Statement of Final Completion Iowa Guide 34a Iowa Instruction 1942-A STATEMENT OF FINAL COMPLETION AND OWNER 1'S ACCEPTANCE OF THE WORK PROJECT: ENGINEER / ARCHITECT: OWNER 1: CONTRACTOR: I, the undersigned Engineer / Architect of the above designated project, do hereby state that: 1. The construction provided for pursuant to CONTRACT DOCUMENTS including all approved amendments and Change Orders, hereafter called the WORK between the OWNER 1 and CONTRACTOR has been completed and to the best of my knowledge and belief, is in substantial compliance with the provisions of the CONTRACT DOCUMENTS. 2. The final payment authorized hereto and made a part hereof is a complete and accurate summary of the WORK performed in accordance with the CONTRACT DOCUMENTS. 3. The total cost of the WORK as completed is I recommend, under the provisions of the CONTRACT DOCUMENTS, that the WORK be accepted and that the final payment be made. Engineer / Architect By Date The CONTRACTOR shall guarantee materials and equipment furnished and construction performed by providing a PERFORMANCE BOND which shall remain in full force and effect for a period of one year from date of acceptance by OWNER. (Note if Statement of Substantial Completion was issued them effective date of Bond is as approved by the OWNER on Statement of Substantial Completion) Accepted By CONTRACTOR Accepted BY OWNER 1 By By Title Title Date Date (4-7-97) SPN 508 Iowa Guide 34a PROJECT: OWNER 2: STATEMENT OF FINAL COMPLETION AND OWNER 2'S ACCEPTANCE OF THE WORK ENGINEER / ARCHITECT: Iowa Instruction 1942-A CONTRACTOR: I, the undersigned Engineer / Architect of the above designated project, do hereby state that: 1. The construction provided for pursuant to CONTRACT DOCUMENTS including all approved amendments and Change Orders, hereafter called the WORK between the OWNER 2 and CONTRACTOR has been completed and to the best of my knowledge and belief, is in substantial compliance with the provisions of the CONTRACT DOCUMENTS. 2. The final payment authorized hereto and made a part hereof is a complete and accurate summary of the WORK performed in accordance with the CONTRACT DOCUMENTS. 3. The total cost of the WORK as completed is I recommend, under the provisions of the CONTRACT DOCUMENTS, that the WORK be accepted and that the final payment be made. Engineer / Architect By Date The CONTRACTOR shall guarantee materials and equipment furnished and construction performed by providing a PERFORMANCE BOND which shall remain in full force and effect for a period of one year from date of acceptance by OWNER. (Note if Statement of Substantial Completion was issued them effective date of Bond is as approved by the OWNER on Statement of Substantial Completion) Accepted By CONTRACTOR Accepted BY OWNER 2 By By Title Title Date Date (4-7-97) SPN 508 This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly by ACEC SCE American Society of Civil Engineers National Society of Professional Engineers Professional Engineers in Private Practice AMERICAN COUNCIL OF ENGINEERING COMPANIES ASSOCIATED GENERAL CONTRACTORS OF AMERICA AMERICAN SOCIETY OF CIVIL ENGINEERS PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE A Practice Division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS Endorsed by CONSTRUCTION SPECIFICATIONS INSTITUTE EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 007200-1 These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor (EJCDC C-520 or C-525, 2007 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the Narrative Guide to the EJCDC Construction Documents (EJCDC C-001, 2007 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (EJCDC C-800, 2007 Edition). Copyright © 2007 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org Associated General Contractors of America 2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308 (703) 548-3118 www.agc.org The copyright for this EJCDC document is owned jointly by the four EJCDC sponsoring organizations and held in trust for their benefit by NSPE.. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 007200-2 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 - Definitions and Terminology... 7 1.01 Defined Terms 7 1.02 Terminology .11 Article 2 - Preliminary Matters 12 2.01 Delivery of Bonds and Evidence of Insurance 12 2.02 Copies of Documents 12 2.03 Commencement of Contract Times; Notice to Proceed 12 2.04 Starting the Work 13 2.05 Before Starting Construction 13 2.06 Preconstruction Conference; Designation of Authorized Representatives 13 2.07 Initial Acceptance of Schedules ......13 Article 3 - Contract Documents: Intent, Amending, Reuse 14 3.01 Intent 14 3.02 Reference Standards 14 3.03 Reporting and Resolving Discrepancies 15 3.04 Amending and Supplementing Contract Documents 15 3.05 Reuse of Documents 16 3.06 Electronic Data 16 Article 4 - Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points 17 4.01 Availability of Lands 17 4.02 Subsurface and Physical Conditions 17 4.03 Differing Subsurface or Physical Conditions 18 4.04 Underground Facilities 19 4.05 Reference Points 20 4.06 Hazardous Environmental Condition at Site 20 Article 5 - Bonds and Insurance .... .22 5.01 Performance, Payment, and Other Bonds .... 22 5.02 Licensed Sureties and Insurers 22 5.03 Certificates of Insurance 23 5.04 Contractor's Insurance 23 5.05 Owner's Liability Insurance 25 5.06 Property Insurance 25 5.07 Waiver of Rights 26 5.08 Receipt and Application of Insurance Proceeds 27 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 3 5.09 Acceptance of Bonds and Insurance; Option to Replace 27 5.10 Partial Utilization, Acknowledgment of Property Insurer .... 28 Article 6 - Contractor's Responsibilities 28 6.01 Supervision and Superintendence 28 6.02 Labor; Working Hours 28 6.03 Services, Materials, and Equipment 28 6.04 Progress Schedule 29 6.05 Substitutes and "Or -Equals" 29 6.06 Concerning Subcontractors, Suppliers, and Others 31 6.07 Patent Fees and Royalties 33 6.08 Permits 33 6.09 Laws and Regulations 34 6.10 Taxes 34 6.11 Use of Site and Other Areas 34 6.12 Record Documents 35 6.13 Safety and Protection 35 6.14 Safety Representative . 36 6.15 Hazard Communication Programs 36 6.16 Emergencies 36 6.17 Shop Drawings and Samples 37 6.18 Continuing the Work 38 6.19 Contractor's General Warranty and Guarantee 39 6.20 Indemnification 39 6.21 Delegation of Professional Design Services 40 Article 7 - Other Work at the Site 41 7.01 Related Work at Site 41 7.02 Coordination 41 7.03 Legal Relationships 42 Article 8 - Owner's Responsibilities 42 8.01 Communications to Contractor 42 8.02 Replacement of Engineer 42 8.03 Furnish Data 42 8.04 Pay When Due 42 8.05 Lands and Easements; Reports and Tests 42 8.06 Insurance 42 8.07 Change Orders .43 8.08 Inspections, Tests, and Approvals .43 8.09 Limitations on Owner's Responsibilities 43 8.10 Undisclosed Hazardous Environmental Condition 43 8.11 Evidence of Financial Arrangements 43 8.12 Compliance with Safety Program 43 Article 9 - Engineer's Status During Construction 43 9.01 Owner's Representative 43 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 007200-4 9.02 Visits to Site 9.03 Project Representative 9.04 Authorized Variations in Work 9.05 Rejecting Defective Work 9.06 Shop Drawings, Change Orders and Payments ... 9.07 Determinations for Unit Price Work 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work 9.09 Limitations on Engineer's Authority and Responsibilities 9.10 Compliance with Safety Program 43 44 44 44 45 45 45 45 46 Article 10 - Changes in the Work; Claims 46 10.01 Authorized Changes in the Work 46 10.02 Unauthorized Changes in the Work 47 10.03 Execution of Change Orders 47 10.04 Notification to Surety 47 10.05 Claims 47 Article 11 - 11.01 11.02 11.03 Article 12 - 12.01 12.02 12.03 Article 13 - 13.01 13.02 13.03 13.04 13.05 13.06 13.07 13.08 13.09 Article 14 - 14.01 14.02 14.03 Contractor's Warranty of Title 14.04 Substantial Completion 14.05 Partial Utilization 14.06 Final Inspection 14.07 Final Payment 14.08 Final Completion Delayed Cost of the Work; Allowances; Unit Price Work 48 Cost of the Work 48 Allowances 51 Unit Price Work 51 Change of Contract Price; Change of Contract Times 52 Change of Contract Price 52 Change of Contract Times 53 Delays 53 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 54 Notice of Defects 54 Access to Work 54 Tests and Inspections 55 Uncovering Work 55 Owner May Stop the Work 56 Correction or Removal of Defective Work 56 Correction Period 56 Acceptance of Defective Work 57 Owner May Correct Defective Work 58 Payments to Contractor and Completion 58 Schedule of Values 58 Progress Payments 58 61 61 62 63 63 64 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 007200-5 14.09 Waiver of Claims 64 Article 15 — Suspension of Work and Termination 65 15.01 Owner May Suspend Work 65 15.02 Owner May Terminate for Cause 65 15.03 Owner May Terminate For Convenience 66 15.04 Contractor May Stop Work or Terminate 66 Article 16 — Dispute Resolution 67 16.01 Methods and Procedures 67 Article 17 — Miscellaneous 67 17.01 Giving Notice 67 17.02 Computation of Times 68 17.03 Cumulative Remedies 68 17.04 Survival of Obligations 68 17.05 Controlling Law 68 17.06 Headings 68 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 6 ARTICLE l — DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. 3. Application for Payment The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 6. Bidder —The individual or entity who submits a Bid directly to Owner. 7. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda). 8. Bidding Requirements —The advertisement or invitation to bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 9. Change Order —A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 10. Claim A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 11. Contract —The entire and integrated written agreement between the Owner and Contractor concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 007200-7 12. Contract Documents —Those items so designated in the Agreement. Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 13 Contract Price —The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 14. Contract Times —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any; (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by Engineer's written recommendation of final payment. 15. Contractor —The individual or entity with whom Owner has entered into the Agreement. 16. Cost of the Work —See Paragraph 11.01 for definition. 17. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined. 18. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19. Engineer The individual or entity named as such in the Agreement. 20. Field Order —A written order issued by Engineer which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 21. General Requirements Sections of Division 1 of the Specifications. 22. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 23. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 24. Laws and Regulations; Laws or Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 25. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 26. Milestone —A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 007200-8 27. Notice of Award The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. 28. Notice to Proceed A written notice given by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents. 29. Owner —The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 30. PCBs —Polychlorinated biphenyls. 31. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 32. Progress Schedule —A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 33. Project —The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. 34. Project Manual —The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 35. Radioactive Material Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 36. Resident Project Representative —The authorized representative of Engineer who may be assigned to the Site or any part thereof. 37. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 38. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 39. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 007200-9 40. Shop Drawings All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 41. Site —Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, including rights -of -way and easements for access thereto, and such other lands furnished by Owner which are designated for the use of Contractor. 42. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. 43. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 44. Substantial Completion —The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 45. Successful Bidder —The Bidder submitting a responsive Bid to whom Owner makes an award. 46. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 47. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 48. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 49. Unit Price Work —Work to be paid for on the basis of unit prices. 50. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 10 51 Work Change Directive —A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through F are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives. . The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Day: 1. The word "day" means a calendar day of 24 hours measured from midnight to the next midnight. D. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-11 c. has been damaged prior to Engineer's recommendation of final payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or 14.05). E. Furnish, Install, Perform, Provide: 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to supply and deliver said services, materials, or equipment to the Site (or some other specified location) ready for use or installation and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, materials, or equipment complete and ready for intended use. 3. The words "perform" or "provide," when used in connection with services, materials, or equipment, shall mean to furnish and install said services, materials, or equipment complete and ready for intended use. 4. When "furnish," "install," "perform," or "provide" is not used in connection with services, materials, or equipment in a context clearly requiring an obligation of Contractor, "provide" is implied. F. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5. 2.02 Copies of Documents A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project Manual. Additional copies will be furnished upon request at the cost of reproduction. 2.03 Commencement of Contract Times; Notice to Proceed A. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 30 days after the Effective Date of the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-12 Agreement. In no event will the Contract Times commence to run later than the sixtieth day after the day of Bid opening or the thirtieth day after the Effective Date of the Agreement, whichever date is earlier. 2.04 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. 2.05 Before Starting Construction A. Preliminary Schedules: Within 10 days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), Contractor shall submit to Engineer for timely review: 1. a preliminary Progress Schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2. a preliminary Schedule of Submittals; and 3. a preliminary Schedule of Values for all of the Work which includes quantities and prices of items which when added together equal the Contract Price and subdivides the Work into component parts in sufficient detail to serve as the basis for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.06 Preconstruction Conference; Designation of Authorized Representatives A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. B. At this conference Owner and Contractor each shall designate, in writing, a specific individual to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit instructions, receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party. 2.07 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-13 and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Article 9. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or Engineer, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to Owner, Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-14 performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, or code, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents); or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-15 B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, by one or more of the following ways: 1. A Field Order; 2. Engineer's approval of a Shop Drawing or Sample (subject to the provisions of Paragraph 6.17.D.3); or 3. Engineer's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer. B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by Owner or Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the party receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60 -day acceptance period will be corrected by the transferring party. C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-16 ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay in Owner's furnishing the Site or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and Owner's interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner of explorations and tests of subsurface conditions at contiguous to the Site; and 2. those drawings known to Owner of physical conditions relating to existing surface subsurface structures at the Site (except Underground Facilities). or or B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: I . the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-17 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. B. Engineer's Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of Owner's obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer's findings and conclusions. C. Possible Price and Times Adjustments: I . The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in Contractor's cost of, or time required for, performance of the Work; subject, however, to the following: a. such condition must meet any one or more of the categories described in Paragraph 4.03.A; and b. with respect to Work that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-18 contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, neither Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination of the Work with the owners of such Underground Facilities, including Owner, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-19 consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. 4.05 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 20 C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to timely obtain required permits and provide Contractor the written notice required by Paragraph 4.06.E. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either party may make a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-21 H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.H shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 5 — BONDS AND INSURANCE 5.01 Performance, Payment, and Other Bonds A. Contractor shall furnish performance and payment bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. These bonds shall remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are required by the Contract Documents. B. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a certified copy of that individual's authority to bind the surety. The evidence of authority shall show that it is effective on the date the agent or attorney -in -fact signed each bond. C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and 5.02. 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 22 meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.03 Certificates of Insurance A. Contractor shall deliver to Owner, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Owner or any other additional insured) which Contractor is required to purchase and maintain. B. Owner shall deliver to Contractor, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Contractor or any other additional insured) which Owner is required to purchase and maintain. C. Failure of Owner to demand such certificates or other evidence of Contractor's full compliance with these insurance requirements or failure of Owner to identify a deficiency in compliance from the evidence provided shall not be construed as a waiver of Contractor's obligation to maintain such insurance. D. Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor. E. The insurance and insurance limits required herein shall not be deemed as a limitation on Contractor's liability under the indemnities granted to Owner in the Contract Documents. 5.04 Contractor's Insurance A. Contractor shall purchase and maintain such insurance as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: I. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees; 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-23 a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or b. by any other person for any other reason; 5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance required by this Paragraph 5.04 shall: 1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, be written on an occurrence basis, include as additional insureds (subject to any customary exclusion regarding professional liability) Owner and Engineer, and any other individuals or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 3. include contractual liability insurance covering Contractor's indemnity obligations under Paragraphs 6.11 and 6.20; 4. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so provide); 5. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; and 6. include completed operations coverage: a. Such insurance shall remain in effect for two years after final payment. b. Contractor shall furnish Owner and each other additional insured identified in the Supplementary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-24 5.05 Owner's Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner's option, may purchase and maintain at Owner's expense Owner's own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. 5.06 Property Insurance A. Unless otherwise provided in the Supplementary Conditions, Owner shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as a loss payee; 2. be written on a Builder's Risk "all-risk" policy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage (other than that caused by flood), and such other perils or causes of loss as may be specifically required by the Supplementary Conditions. 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; 5. allow for partial utilization of the Work by Owner; 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by Owner, Contractor, and Engineer with 30 days written notice to each other loss payee to whom a certificate of insurance has been issued. B. Owner shall purchase and maintain such equipment breakdown insurance or additional property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entities identified in the Supplementary Conditions, and the officers, directors, EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-25 members, partners, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and shall be listed as a loss payee. C. All the policies of insurance (and the certificates or other evidence thereof) required to be purchased and maintained in accordance with this Paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other loss payee to whom a certificate of insurance has been issued and will contain waiver provisions in accordance with Paragraph 5.07. D. Owner shall not be responsible for purchasing and maintaining any property insurance specified in this Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the Work to the extent of any deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible amount will be borne by Contractor, Subcontractors, or others suffering any such loss, and if any of them wishes property insurance coverage within the limits of such amounts, each may purchase and maintain it at the purchaser's own expense. E. If Contractor requests in writing that other special insurance be included in the property insurance policies provided under this Paragraph 5.06, Owner shall, if possible, include such insurance, and the cost thereof will be charged to Contractor by appropriate Change Order. Prior to commencement of the Work at the Site, Owner shall in writing advise Contractor whether or not such other insurance has been procured by Owner. 5.07 Waiver of Rights A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or loss payees thereunder. Owner and Contractor waive all rights against each other and their respective officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors and Engineer, and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 26 B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to Paragraph 14.07. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery against Contractor, Subcontractors, or Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them. 5.08 Receipt and Application of Insurance Proceeds A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with Owner and made payable to Owner as fiduciary for the loss payees, as their interests may appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.08.B. Owner shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order. B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Owner's exercise of this power. If such objection be made, Owner as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, Owner as fiduciary shall give bond for the proper performance of such duties. 5.09 Acceptance of Bonds and Insurance; Option to Replace A. If either Owner or Contractor has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the other party in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the objecting party shall so notify the other party in writing within 10 days after receipt of the certificates (or other evidence requested) required by Paragraph 2.01.13. Owner and Contractor shall each provide to the other such additional information in respect of insurance provided as the other may reasonably request. If either party does not purchase or maintain all of the bonds and insurance required of such party by the Contract Documents, such party shall notify the other EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 27 party in writing of such failure to purchase prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. Without prejudice to any other right or remedy, the other party may elect to obtain equivalent bonds or insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and a Change Order shall be issued to adjust the Contract Price accordingly. 5.10 Partial Utilization, Acknowledgment of Property Insurer A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. Contractor shall not be responsible for the negligence of Owner or Engineer in the design or specification of a specific means, method, technique, sequence, or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. B. At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who shall not be replaced without written notice to Owner and Engineer except under extraordinary circumstances. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular working hours. Contractor will not permit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written consent (which will not be unreasonably withheld) given after prior written notice to Engineer. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 28 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 6.04 Progress Schedule A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as it may be adjusted from time to time as provided below. 1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph 2.07) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Times may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to Engineer for review under the circumstances described below. I. "Or -Equal" Items: If in Engineer's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by Engineer as an "or -equal" item, in which case review and approval of the proposed item may, in Engineer's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 29 proposed item of material or equipment will be considered functionally equal to an item so named if: a. in the exercise of reasonable judgment Engineer determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service. b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it will be considered a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow Engineer to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than Contractor. c. The requirements for review by Engineer will be as set forth in Paragraph 6.05.A.2.d, as supplemented by the General Requirements, and as Engineer may decide is appropriate under the circumstances. d. Contractor shall make written application to Engineer for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design, b) be similar in substance to that specified, and c) be suited to the same use as that specified; 2) will state: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 30 a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of Substantial Completion on time, b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with Owner for other work on the Project) to adapt the design to the proposed substitute item, and c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; 3) will identify: a) all variations of the proposed substitute item from that specified, and b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by Engineer. Contractor shall submit sufficient information to allow Engineer, in Engineer's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The requirements for review by Engineer will be similar to those provided in Paragraph 6.05.A.2. C. Engineer's Evaluation: Engineer will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole judge of acceptability. No "or equal" or substitute will be ordered, installed or utilized until Engineer's review is complete, which will be evidenced by a Change Order in the case of a substitute and an approved Shop Drawing for an "or equal." Engineer will advise Contractor in writing of any negative determination. D. Special Guarantee: Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute. E. Engineer's Cost Reimbursement: Engineer will record Engineer's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not Engineer approves a substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the reasonable charges of Engineer for evaluating each such proposed substitute. Contractor shall also reimburse Owner for the reasonable charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-31 F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity (including those acceptable to Owner as indicated in Paragraph 6.06.B), whether initially or as a replacement, against whom Owner may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection. B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a list thereof in accordance with the Supplementary Conditions, Owner's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the Bidding Documents or the Contract Documents) of any such Subcontractor, Supplier, or other individual or entity so identified may be revoked on the basis of reasonable objection after due investigation. Contractor shall submit an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, shall constitute a waiver of any right of Owner or Engineer to reject defective Work. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of Owner or Engineer to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. D. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work to communicate with Engineer through Contractor. F. The divisions and sections of the Specifications and the identifications of any Drawings shall not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 32 G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Supplier who is listed as a loss payee on the property insurance provided in Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will contain provisions whereby the Subcontractor or Supplier waives all rights against Owner, Contractor, Engineer, and all other individuals or entities identified in the Supplementary Conditions to be listed as insureds or loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waiver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. 6.07 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of Owner or Engineer, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. B. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, and its officers, directors, members, partners, employees, agents, consultants, and subcontractors from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals, and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device specified in the Contract Documents, but not identified as being subject to payment of any license fee or royalty to others required by patent rights or copyrights. C. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-33 6.08 Permits A. Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. Owner shall pay all charges of utility owners for connections for providing permanent service to the Work. 6.09 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.03. C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids) having an effect on the cost or time of performance of the Work shall be the subject of an adjustment in Contract Price or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. 6.10 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 34 2. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 3. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against Owner, Engineer, or any other party indemnified hereunder to the extent caused by or based upon Contractor's performance of the Work. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the Work and make it ready for utilization by Owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents. D. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.12 Record Documents A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to Engineer for reference. Upon completion of the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer for Owner. 6.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 35 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of Owner's safety programs, if any. The Supplementary Conditions identify any Owner's safety programs that are applicable to the Work. D. Contractor shall inform Owner and Engineer of the specific requirements of Contractor's safety program with which Owner's and Engineer's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of Owner or Engineer or anyone employed by any of them, or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of Contractor or any Subcontractor, Supplier, or other individual or entity directly or indirectly employed by any of them). F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.14 Safety Representative A. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-36 6.15 Hazard Communication Programs A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the Site in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. 6.17 Shop Drawings and Samples A. Contractor shall submit Shop Drawings and Samples to Engineer for review and approval in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as Engineer may require. 1. Shop Drawings: a. Submit number of copies specified in the General Requirements. b. Data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show Engineer the services, materials, and equipment Contractor proposes to provide and to enable Engineer to review the information for the limited purposes required by Paragraph 6.17.D. 2. Samples: a. Submit number of Samples specified in the Specifications. b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D. B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to Engineer's review and approval of the pertinent submittal will be at the sole expense and responsibility of Contractor. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 37 C. Submittal Procedures: 1. Before submitting each Shop Drawing or Sample, Contractor shall have: a. reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; b. determined and verified all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto; c. determined and verified the suitability of all materials offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and d. determined and verified all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. 2. Each submittal shall bear a stamp or specific written certification that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review and approval of that submittal. 3. With each submittal, Contractor shall give Engineer specific written notice of any variations that the Shop Drawing or Sample may have from the requirements of the Contract Documents. This notice shall be both a written communication separate from the Shop Drawings or Sample submittal; and, in addition, by a specific notation made on each Shop Drawing or Sample submitted to Engineer for review and approval of each such variation. D. Engineer's Review: 1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the Schedule of Submittals acceptable to Engineer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Engineer's review and approval will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. 3. Engineer's review and approval shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of each EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 38 such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample. Engineer's review and approval shall not relieve Contractor from responsibility for complying with the requirements of Paragraph 6.17.C.1. E. Resubmittal Procedures: 1. Contractor shall make corrections required by Engineer and shall return the required number of corrected copies of Shop Drawings and submit, as required, new Samples for review and approval. Contractor shall direct specific attention in writing to revisions other than the corrections called for by Engineer on previous submittals. 6.18 Continuing the Work A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. 6.19 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the Contract Documents and will not be defective. Engineer and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer; 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 5. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by Engineer; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-39 6. any inspection, test, or approval by others; or 7. any correction of defective Work by Owner. 6.20 Indemnification A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any such claim, cost, loss, or damage is attributable to bodily injury, sickness, disease, or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom but only to the extent caused by any negligent act or omission of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or anyone for whose acts any of them may be liable . B. In any and all claims against Owner or Engineer or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors by any employee (or the survivor or personal representative of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.20.A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for Contractor or any such Subcontractor, Supplier, or other individual or entity under workers' compensation acts, disability benefit acts, or other employee benefit acts. C. The indemnification obligations of Contractor under Paragraph 6.20.A shall not extend to the liability of Engineer and Engineer's officers, directors, members, partners, employees, agents, consultants and subcontractors arising out of: 1. the preparation or approval of, or the failure to prepare or approve maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 6.21 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be required to provide professional services in violation of applicable law. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 40 Owner and Engineer will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to Engineer. C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided Owner and Engineer have specified to Contractor all performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.21, Engineer's review and approval of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. Engineer's review and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1. E. Contractor shall not be responsible for the adequacy of the performance or design criteria required by the Contract Documents. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. Owner may perform other work related to the Project at the Site with Owner's employees, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then: 1. written notice thereof will be given to Contractor prior to starting any such other work; and 2. if Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and Owner, if Owner is performing other work with Owner's employees, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 41 other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to Engineer in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects and deficiencies in such other work. 7.02 Coordination A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. 7.03 Legal Relationships A. Paragraphs 7.01.A and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.01.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor's wrongful actions or inactions. C. Contractor shall be liable to Owner and any other contractor under direct contract to Owner for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor's wrongful action or inactions. ARTICLE 8 — OWNER'S RESPONSIBILITIES 8.01 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 8.02 Replacement of Engineer A. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose status under the Contract Documents shall be that of the former Engineer. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 42 8.03 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 8.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.0 and 14.07.C. 8.05 Lands and Easements; Reports and Tests A. Owner's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site. 8.06 Insurance A. Owner's responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 5. 8.07 Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 8.08 Inspections, Tests, and Approvals A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.B. 8.09 Limitations on Owner's Responsibilities A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Owner will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. 8.10 Undisclosed Hazardous Environmental Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.11 Evidence of Financial Arrangements A. Upon request of Contractor, Owner shall furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner's obligations under the Contract Documents. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-43 8.12 Compliance with Safety Program A. While at the Site, Owner's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Owner has been informed pursuant to Paragraph 6.13.D. ARTICLE 9 — ENGINEER'S STATUS DURING CONSTRUCTION 9.01 Owner's Representative A. Engineer will be Owner's representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents. 9.02 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer's visits or observations of Contractor's Work, Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. 9.03 Project Representative A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer's consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-44 9.04 Authorized Variations in Work A. Engineer may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. 9.05 Rejecting Defective Work A. Engineer will have authority to reject Work which Engineer believes to be defective, or that Engineer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or not the Work is fabricated, installed, or completed. 9.06 Shop Drawings, Change Orders and Payments A. In connection with Engineer's authority, and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17. B. In connection with Engineer's authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21. C. In connection with Engineer's authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer's authority as to Applications for Payment, see Article 14. 9.07 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer's written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-45 of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving rise to the question. B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believes that any such decision entitles them to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.B. C. Engineer's written decision on the issue referred will be final and binding on Owner and Contractor, subject to the provisions of Paragraph 10.05. D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. 9.09 Limitations on Engineer's Authority and Responsibilities A. Neither Engineer's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. B. Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. Engineer will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents. E. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also apply to the Resident Project Representative, if any, and assistants, if any. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-46 9.10 Compliance with Safety Program A. While at the Site, Engineer's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Engineer has been informed pursuant to Paragraph 6.13.D. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. 10.02 Unauthorized Changes in the Work A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.D. 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: 1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 47 10.04 Notification to Surety A. If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Times), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. 10.05 Claims A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. B. Notice: Written notice stating the general nature of each Claim shall be delivered by the claimant to Engineer and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the Claim, with supporting data shall be delivered to the Engineer and the other party to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01.B. A Claim for an adjustment in Contract Times shall be prepared in accordance with the provisions of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional time). C. Engineer's Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1. deny the Claim in whole or in part; 2. approve the Claim; or 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. E. Engineer's written action under Paragraph 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or 10.05.D will be final and binding upon Owner and Contractor, unless Owner or Contractor EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 48 invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 1 1.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph 11.01.B, and shall include only the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 49 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, as imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 5.06.D), provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, express and courier services, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 50 B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraphs 11.01.A. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.02 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances: 1. Contractor agrees that: a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-51 b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: 1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 52 Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1 and 11.01.A.2, the Contractor's fee shall be 15 percent; b. for costs incurred under Paragraph 11.01.A.3, the Contractor's fee shall be five percent; c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; d. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.4, 11.01.A.5, and 11.01.B; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 53 f. when both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with Paragraphs 12.01.C.2.a through 12.01.C.2.e, inclusive. 12.02 Change of Contract Times A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 12.03 Delays A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. C. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.C. D. Owner, Engineer, and their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 54 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and Inspections A. Contractor shall give Engineer timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. Owner shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. for inspections, tests, or approvals covered by Paragraphs 13.03.0 and 13.03.D below; 2. that costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.B shall be paid as provided in Paragraph 13.04.C; and 3. as otherwise specifically provided in the Contract Documents. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer the required certificates of inspection or approval. D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, or approvals required for Owner's and Engineer's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable to Owner and Engineer. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 55 E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless Contractor has given Engineer timely notice of Contractor's intention to cover the same and Engineer has not acted with reasonable promptness in response to such notice. 13.04 Uncovering Work A. If any Work is covered contrary to the written request of Engineer, it must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as Engineer may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. D. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. 13.05 Owner May Stop the Work A. If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work, whether or not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-56 costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair Owner's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.11.A is found to be defective, Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by Owner, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of Owner's written instructions, or in an emergency where delay would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-57 E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation of final payment, Engineer) prefers to accept it, Owner may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner's evaluation of and determination to accept such defective Work (such costs to be approved by Engineer as to reasonableness) and for the diminished value of the Work to the extent not otherwise paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate amount will be paid by Contractor to Owner. 13.09 Owner May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from Engineer to correct defective Work, or to remove and replace rejected Work as required by Engineer in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed expeditiously. In connection with such corrective or remedial action, Owner may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, take possession of Contractor's tools, appliances, construction equipment and machinery at the Site, and incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable Owner to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 58 provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the performance of the Work attributable to the exercise by Owner of Owner's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. B. Review of Applications: I . Engineer will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to Owner or return the Application to Contractor indicating in writing Engineer's reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-59 2. Engineer's recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer's observations of the executed Work as an experienced and qualified design professional, and on Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer's knowledge, information and belief: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 9.07, and any other qualifications stated in the recommendation); and c. the conditions precedent to Contractor's being entitled to such payment appear to have been fulfilled in so far as it is Engineer's responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer's review of Contractor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner stated in EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 60 Paragraph 14.02.B.2. Engineer may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer's opinion to protect Owner from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or replacement; b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Payment Becomes Due. 1. Ten days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. D. Reduction in Payment: 1. Owner may refuse to make payment of the full amount recommended by Engineer because: a. claims have been made against Owner on account of Contractor's performance or furnishing of the Work; b. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; c. there are other items entitling Owner to a set-off against the amount recommended; or d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the reasons for such action. 3. Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.1 and subject to interest as provided in the Agreement. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-61 14.03 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to Owner no later than the time of payment free and clear of all Liens. 14.04 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion. B. Promptly after Contractor's notification, Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. Owner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will, within 14 days after submission of the tentative certificate to Owner, notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner's objections, Engineer considers the Work substantially complete, Engineer will, within said 14 days, execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner. D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommendation as to division of responsibilities pending final payment between Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer's issuing the definitive certificate of Substantial Completion, Engineer's aforesaid recommendation will be binding on Owner and Contractor until final payment. E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to remove its property and complete or correct items on the tentative list. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-62 14.05 Partial Utilization A. Prior to Substantial Completion of all the Work, Owner may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which Owner, Engineer, and Contractor agree constitutes a separately functioning and usable part of the Work that can be used by Owner for its intended purpose without significant interference with Contractor's performance of the remainder of the Work, subject to the following conditions: I. Owner at any time may request Contractor in writing to permit Owner to use or occupy any such part of the Work which Owner believes to be ready for its intended use and substantially complete. If and when Contractor agrees that such part of the Work is substantially complete, Contractor, Owner, and Engineer will follow the procedures of Paragraph 14.04.A through D for that part of the Work. 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such part of the Work ready for its intended use and substantially complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. 3. Within a reasonable time after either such request, Owner, Contractor, and Engineer shall make an inspection of that part of the Work to determine its status of completion. If Engineer does not consider that part of the Work to be substantially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantially complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 4. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Paragraph 5.10 regarding property insurance. 14.06 Final Inspection A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is complete, Engineer will promptly make a final inspection with Owner and Contractor and will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 14.07 Final Payment A. Application for Payment: 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance, certificates of inspection, marked -up record documents (as provided in Paragraph 6.12), and other documents, Contractor may make application for final payment following the procedure for progress payments. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00-63 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04.B.6; b. consent of the surety, if any, to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and d. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owner's property, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. B. Engineer's Review of Application and Acceptance: 1. If, on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of payment and present the Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. C. Payment Becomes Due: 1. Thirty days after the presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer's recommendation, including but not limited to liquidated damages, will become due and will be paid by Owner to Contractor. 14.08 Final Completion Delayed A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 64 (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05. 15.02 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of Engineer; or EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 65 4. Contractor's violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety) seven days written notice of its intent to terminate the services of Contractor: 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor's tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion); 2. incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere; and 3. complete the Work as Owner may deem expedient. C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this Paragraph, Owner shall not be required to obtain the lowest price for the Work performed. D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. E. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.B and 15.02.C. 15.03 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 66 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 3. all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. reasonable expenses directly attributable to termination. B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.04 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be governed by the Construction Industry Mediation Rules of the American Arbitration Association in effect as of the Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American Arbitration Association and the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.05.E. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 67 B. Owner and Contractor shall participate in the mediation process in good faith. The process shall be concluded within 60 days of filing of the request. The date of termination of the mediation shall be determined by application of the mediation rules referenced above. C. If the Claim is not resolved by mediation, Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor: 1. elects in writing to invoke any dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.02 Computation of Times A. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 17.03 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 68 17.04 Survival of Obligations A. All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. 17.06 Headings A. Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. 00 72 00 - 69 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. C-700, 2007 Edition). All provisions which are not so amended or supplemented remain in full force and effect. The terms used in these Supplementary Conditions will have the meanings indicated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below, which are applicable to both the singular and plural thereof. The address system used in these Supplementary Conditions is the same as the address system used in the General Conditions, with the prefix "SC" added thereto. SC -2.02 Copies of Documents SC -2.02 Delete Paragraph 2.02.A in its entirety and insert the following in its place: A. OWNER 1 shall furnish to CONTRACTOR up to three printed or hard copies of the Drawings and Project Manual and one set in electronic format. Additional copies will be furnished upon request at the cost of reproduction. SC -4.02 Subsurface and Physical Conditions A. No reports or explorations or tests of subsurface conditions at or contiguous to the Site are known to the OWNERS or ENGINEER. SC -4.06 Hazardous Environmental Condition SC -4.06 Delete Paragraphs 4.06.A and 4.06.B in their entirety and insert the following: A. No reports or drawings of Hazardous Environmental Conditions at or contiguous to the Site are known to the OWNERS or ENGINEER. B. Not Used. 1) None of the contents of such drawings is "technical data" on which CONTRACTOR may rely. 3. Copies of reports and drawings itemized in SC -4.06.A.1 and SC -4.06.A.2 that are not included with Bidding Documents may be examined at MSA Professional Services during Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-1 Supplementary Conditions regular business hours. These reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which the CONTRACTOR may rely as identified and established above are incorporated therein by reference. CONTRACTOR is not entitled to rely upon other information and data utilized by ENGINEER in the preparation of the Drawings and Specifications. SC 5.04 Contractor's Liability Insurance SC-5.04.B.6.a Replace with the following: a. Such insurance shall remain in effect for three years after final payment. SC -5.04 Add the following new paragraph immediately after Paragraph 5.04.B: C. The limits of liability for the insurance required by Paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Laws and Regulations, and possess a financial rating of A- or better: 1. Workers' Compensation, and related coverages under Paragraphs 5.04.A.1 and A.2 of the General Conditions: f. State: Statutory g. Applicable Federal (e.g., Longshoreman's): Statutory h. Employer's Liability: Bodily Injury by Accident - $100,000 Each Accident Bodily Injury by Disease - $100,000 Each Employee Bodily Injury by Disease - $500,000 Policy Limit 2. Contractor's General Liability under Paragraphs 5.04.A.3 through A.6 of the General Conditions which shall include completed operations and product liability coverages: a. General Aggregate (per project) $2,000,000 b. Products -Completed Operations Aggregate $2,000,000 c. Personal and Advertising Injury $1,000,000 d. Each Occurrence (Bodily Injury and Property Damage) $1,000,000 e. Property Damage liability insurance will provide Explosion, Collapse, and Underground coverages Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-2 Supplementary Conditions where applicable. Provide X, C, U Standard 3. Excess or Umbrella Liability: General Aggregate $5,000,000 Each Occurrence $5,000,000 4. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions: a. Combined Single Limit $1,000,000 (Bodily Injury and Property Damage Each Accident) 5. The Contractual Liability coverage required by Paragraph 5.04.B.3 of the General Conditions shall provide coverage for not less than the following amounts: a. Bodily Injury: Each Person $1,000,000 Each Accident $2,000,000 b. Property Damage: Each Accident $1,000,000 Annual Aggregate $2,000,000 SC 5.06.A Property Insurance SC -5.06.A. Delete Paragraph 5.06.A in its entirety and insert the following in its place: A. CONTRACTOR shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof. CONTRACTOR shall be responsible for any deductible or self -insured retention. This insurance shall: 1, include the interests of OWNERS, CONTRACTOR, Subcontractors, ENGINEER, and the officers, directors, partners, employees, agents and other consultants and subcontractors of any of them each of whom is deemed to have an insurable interest and shall be listed as a primary insured or loss payee; a. CITY OF RIVERDALE / CITY OF PANORAMA PARK b. MSA Professional Services, Inc. c. [Here list by name (not genre) other persons or entities to be included on policy as additional insureds] 2. be written on a Builder's Risk "all-risk"policy, "installation floater" or open peril or special causes of loss policy form that shall at least include Project # 1992402 © 2021 MSA Professional Services, Inc 00 73 00-3 Supplementary Conditions insurance for physical loss and damage to the Work, temporary buildings, falsework, and materials and equipment in transit, at job site, or at a temporary location, and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage (if applicable), and such other perils or causes of loss as may be specifically required by the Supplementary Conditions; 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects); 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing by OWNER prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by ENGINEER; 5. allow for partial utilization of the Work by OWNERS; 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in writing by OWNERS, CONTRACTOR and ENGINEER with 30 days written notice to each other loss payee to whom a certificate of insurance has been issue; and 8. comply with the requirements of Paragraph 5.06.0 of the General Conditions. SC -5.08 Receipt and Application of Insurance Proceeds SC -5.08 Delete Paragraphs 5.08.A. and 5.08.B. and replace with the following. A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with CONTRACTOR and made payable to CONTRACTOR as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.08.B. CONTRACTOR shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof. B. CONTRACTOR as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-4 Supplementary Conditions after the occurrence of loss to CONTRACTOR's exercise of this power. If such objection be made, CONTRACTOR as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, CONTRACTOR as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, CONTRACTOR as fiduciary shall give bond for the proper performance of such duties. SC -6.06 Concerning Subcontractors, Suppliers, and Others SC -6.06 Add the new paragraph immediately after paragraph 6.06.G: H. OWNERS may furnish to any Subcontractor or Supplier, to the extent practicable, information about amounts paid to CONTRACTOR on account of Work performed for CONTRACTOR by a particular Subcontractor or Supplier. SC -6.17 Shop Drawings and Samples SC -6.17 Add the following new paragraphs immediately after Paragraph 6.17.E: F. CONTRACTOR shall furnish required submittals with sufficient information and accuracy in order to obtain required approval of an item with no more than three submittals. ENGINEER will record ENGINEER's time for reviewing subsequent submittals of Shop Drawings, samples or other items requiring approval and CONTRACTOR shall reimburse OWNERS for ENGINEER's charges for such time. G. In the event that CONTRACTOR requests a change of a previously approved item, CONTRACTOR shall reimburse OWNERS for ENGINEER's charges for its review time unless the need for such change is beyond the control of CONTRACTOR. SC -7.02 Coordination SC -7.04 Claims Between Contractors SC -7.04 Add the following paragraph(s) immediately after Paragraph GC -7.03: SC -7.04 Claims Between Contractors A. Should CONTRACTOR cause damage to the work or property of any separate contractor at the Site, or should any claim arising out of CONTRACTOR's performance of the Work at the Site be made by any other contractor against CONTRACTOR, OWNERS, ENGINEER, or the construction coordinator, then CONTRACTOR (without involving OWNERS, ENGINEER, or construction coordinator) shall either (1) remedy the damage, (2) agree to compensate the other Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-5 Supplementary Conditions contractor for remedy of the damage, or (3) remedy the damage and attempt to settle with such other contractor by agreement, or otherwise resolve the dispute by arbitration or at law. B. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNERS, ENGINEER, the construction coordinator and the officers, directors, partners, employees, agents and other consultants and subcontractors of each and any of them from and against all claims, costs, losses and damages (including, but not limited to, fees and charges of engineers, architects, attorneys, and other professionals and court and arbitration costs) arising directly, indirectly or consequentially out of any action, legal or equitable, brought by any other contractor against OWNERS, ENGINEER, consultants, or the construction coordinator to the extent said claim is based on or arises out of CONTRACTOR's performance of the Work. Should another contractor cause damage to the Work or property of CONTRACTOR or should the performance of work by any other contractor at the Site give rise to any other Claim, CONTRACTOR shall not institute any action, legal or equitable, against OWNERS, ENGINEER, or the construction coordinator or permit any action against any of them to be maintained and continued in its name or for its benefit in any court of before any arbiter which seeks to impose liability on or to recover damages from OWNER, ENGINEER, or the construction coordinator on account of any such damage or Claim. C. If CONTRACTOR is delayed at any time in performing or furnishing Work by any act or neglect of another contractor, and OWNERS and CONTRACTOR are unable to agree as to the extent of any adjustment in Contract Times attributable thereto, CONTRACTOR may make a Claim for an extension of times in accordance with Article 12. An extension of the Contract Times shall be CONTRACTOR's exclusive remedy with respect to OWNERS, ENGINEER, and construction coordinator for any delay, disruption, interference, or hindrance caused by any other contractor. This paragraph does not prevent recovery from OWNERS, ENGINEER, ENGINEER's consultant, or construction coordinator for activities that are their respective responsibilities. SC -8.11 Evidence of Financial Arrangements SC -8.11 Add the following new paragraph immediately after Paragraph 8.11.A: B. On request of CONTRACTOR prior to the execution of any Change Order involving a significant increase in the Contract Price, OWNER shall furnish to CONTRACTOR reasonable evidence that adequate financial arrangements have been made by OWNER to enable OWNER to fulfill the increased financial obligations to be undertaken by OWNER as a result of such Change Order. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-6 Supplementary Conditions SC -9.03 Project Representative SC -9.03 Add the following new paragraphs immediately after Paragraph 9.03.A: B. The Resident Project Representative (RPR) will be ENGINEER's employee or agent at the Site, will act as directed by and under the supervision of ENGINEER, and will confer with ENGINEER regarding RPR's actions. RPR's dealings in matters pertaining to the Work in general shall be with ENGINEER and CONTRACTOR. RPR's dealings with Subcontractors shall be through or with the full knowledge and approval of CONTRACTOR. The RPR shall: 1. Schedules: Review the progress schedule, schedule of Shop Drawing and Sample submittals, and schedule of values prepared by CONTRACTOR and consult with ENGINEER concerning acceptability. 2. Conferences and Meetings: Attend meetings with CONTRACTOR, such as preconstruction conferences, progress meetings, job conferences and other project -related meetings, and prepare and circulate copies of minutes thereof 3. Liaison: a. Serve as ENGINEER's liaison with CONTRACTOR, working principally through Contractor's authorized representative, assist in providing information regarding the intent of the Contract Documents. b. Assist ENGINEER in serving as OWNERS' liaison with CONTRACTOR when Contractor's operations affect OWNER's on -Site operations. c. Assist in obtaining from OWNERS additional details or information, when required for proper execution of the Work. 4. Interpretation of Contract Documents: Report to ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarifications and interpretations as issued by ENGINEER. 5. Shop Drawings and Samples: a. Record date of receipt of Samples and approved Shop Drawings. b. Receive Samples which are furnished at the Site by CONTRACTOR, and notify ENGINEER of availability of Samples for examination. 6. Modifications: Consider and evaluate CONTRACTOR's suggestions for modifications in Drawings or Specifications and report such suggestions, together with RPR's recommendations, to ENGINEER. Transmit to CONTRACTOR in writing decisions as issued by ENGINEER. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-7 Supplementary Conditions 7. Review of Work and Rejection of Defective Work: a. Conduct on -Site observations of CONTRACTOR's work in progress to assist ENGINEER in determining if the Work is in general proceeding in accordance with the Contract Documents. b. Report to ENGINEER whenever RPR believes that any part of Contractor's work in progress will not produce a completed Project that conforms generally to the Contract Documents or will imperil the integrity of the design concept of the completed Project as a functioning whole as indicated in the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test or approval required to be made; and advise ENGINEER of that part of work in progress that RPR believes should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. 8. Inspections, Tests, and System Startups: a. Verify that tests, equipment, and systems start-ups and operating and maintenance training are conducted in the presence of appropriate OWNERS' personnel, and that CONTRACTOR maintains adequate records thereof. b. Observe, record, and report to ENGINEER appropriate details relative to the test procedures and systems start-ups. 9. Records: a. Record names, addresses, fax numbers, e-mail addresses, web site locations, and telephone numbers of all CONTRACTORs, Subcontractors, and major Suppliers of materials and equipment. b. Maintain records for use in preparing Project documentation. 10. Reports: a. Furnish to ENGINEER periodic reports as required of progress of the Work and of CONTRACTOR's compliance with the progress schedule and schedule of Shop Drawing and Sample submittals. b. Draft and recommend to ENGINEER proposed Change Orders, Work Change Directives, and Field Orders. Obtain backup material from CONTRACTOR. c. Immediately notify ENGINEER of the occurrence of any Site accidents, emergencies, acts of God endangering the Work, damage to property by fire or other causes, or the discovery of any Hazardous Environmental Condition. 11. Payment Requests: Review Applications for Payment with Contractor for compliance with the established procedure for their submission and forward with recommendations to ENGINEER, noting particularly the relationship Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-8 Supplementary Conditions of the payment requested to the schedule of values, Work completed, and materials and equipment delivered at the Site but not incorporated in the Work. 12. Certificates, Operation and Maintenance Manuals: During the course of the Work, verify that materials and equipment certificates, operation and maintenance manuals and other data required by the Specifications to be assembled and furnished by CONTRACTOR are applicable to the items actually installed and in accordance with the Contract Documents, and have these documents delivered to ENGINEER for review and forwarding to OWNER prior to payment for that part of the Work. 13. Completion: a. Participate in a Substantial Completion inspection, assist in the determination of Substantial Completion and the preparation of lists of items to be completed or corrected. b. Participate in a final inspection in the company of ENGINEER, OWNERS, and CONTRACTOR and prepare a final list of items to be completed and deficiencies to be remedied. c. Observe whether all items on the final list have been completed or corrected and make recommendations to ENGINEER concerning acceptance and issuance of the Notice of Acceptability of the Work. C. The RPR shall not: 1. Authorize any deviation from the Contract Documents or substitution of materials or equipment (including "or -equal" items). 2. Exceed limitations of ENGINEER's authority as set forth in the Contract Documents. 3. Undertake any of the responsibilities of CONTRACTOR, Subcontractors, Suppliers, or Contractor's superintendent. 4. Advise on, issue directions relative to, or assume control over any aspect of the means, methods, techniques, sequences or procedures of Contractor's work unless such advice or directions are specifically required by the Contract Documents. 5. Advise on, issue directions regarding, or assume control over safety practices, precautions, and programs in connection with the activities or operations of OWNERS or CONTRACTOR. 6. Participate in specialized field or laboratory tests or inspections conducted off -site by others except as specifically authorized by ENGINEER. 7. Accept Shop Drawing or Sample submittals from anyone other than CONTRACTOR. 8. Authorize OWNERS to occupy the Project in whole or in part. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-9 Supplementary Conditions SC -11.03 Unit Price Work SC -11.03.D Delete Paragraph 11.03.D in its entirety and insert the following in its place: D. The unit price of an item of Unit Price Work shall be subject to reevaluation and adjustment under the following conditions: 1. if the Bid price of a particular item of Unit Price Work amounts to 10 percent or more of the Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by CONTRACTOR differs by more than 25 percent from the estimated quantity of such item indicated in the Agreement; and 2. if there is no corresponding adjustment with respect to any other item of Work; and 3. if CONTRACTOR believes that CONTRACTOR has incurred additional expense as a result thereof or if OWNERS believes that the quantity variation entitles OWNERS to an adjustment in the unit price, either OWNERS or CONTRACTOR may make a Claim for an adjustment in the Contract Price in accordance with Article 10 if the parties are unable to agree as to the effect of any such variations in the quantity of Unit Price Work performed. SC -12.01 Change of Contract Price SC -12.01.0 Contractor's Fee. Delete the semicolon at the end of GC 12.01.C.2.c, and add the following language: , provided, however, that on any subcontracted work the total maximum fee to be paid by OWNER under this subparagraph shall be no greater than 27 percent of the costs incurred by the Subcontractor who actually performs the work; SC -14.02 Progress Payments SC -14.02.C.1. Delete Paragraph 14.02.C.1 in its entirety and insert the following in its place: 1. The Application for Payment with ENGINEER's recommendations will be presented to the OWNER for consideration. If the OWNER finds the Application for Payment acceptable, the recommended amount less any reduction under the provisions of Paragraph 14.02.D will become due in accordance with the Agreement ARTICLE 6 - PAYMENT PROCEDURES, and the OWNER will make payment to the CONTRACTOR. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-10 Supplementary Conditions SC -14.04 Substantial Completion Delete Paragraph 14.04A from General Conditions in its entirety and insert the following: A. In accordance with IAC§26.13, there are four triggers for deeming a project substantially complete. When any one of the four triggers below are met, CONTRACTOR shall notify OWNERS and ENGINEER in writing that the entire Work is Substantially Complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a Certificate of Substantial Completion. 1. The project has been substantially completed in general accordance with terms and provisions of the contract, or 2. The project is substantially complete so that the governmental entity can occupy or utilize the public improvements, or designated portion of the public improvement for its intended purpose. This trigger is not applicable to highway, bridge or culvert projects, or 3. The public improvement or the highway, bridge or culvert project has been designated substantially complete by the architect, or engineer, authorized to make such a certification, or the authorized contract representative, or 4. The project is substantially complete when the governmental entity is occupying or utilizing the public improvement for its intended purposes. This trigger does not apply to highway, bridge or culvert project. SC -14.07 Final Payment Add the following new paragraph immediately after Paragraph 14.07C. D. Early Release of Retainage In lieu of meeting the requirement for Final Completion as outlined in sections 14.06 and 14.07 in the General Conditions, and as modified in related contract documents, the CONTRACTOR may request Early Release of Retainage upon meeting the requirements for Substantial Completion identified under Section 14.04 of the Supplementary Conditions. 2. Prior to applying for the release of retained funds, the CONTRACTOR must notify all known subcontractors and suppliers that a request for the early release of retainage funds will be made to the public entity, and shall furnish releases or waivers as specified in Section 14.07 A. a. Text of Notice shall be as follows: Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-11 Supplementary Conditions "You are hereby notified that (name of contractor) will be requesting an early release of funds on a public improvement project or highway, bridge, or culvert project designated as (name of project) for which you have or may have provided labor or materials. The request will be made pursuant to Iowa Code Section 38.13. The request may be filed with (name of governmental entity) after ten calendar days from the date of this notice. The purpose of the request is to have (name of governmental entity) release and pay funds for all work that has been performed and charged to (name of governmental entity) as of the date of this notice. This notice is provided in accordance with Iowa Code Section 38.13" 3. Upon issuance of Certificate of Substantial Completion, the CONTRACTOR may apply for partial release of retained funds. a. The OWNER then has thirty days (30) to pay the retained funds. If such payment is not made, interest begins to accrue at a rate of prime plus one percent. b. At the time of the request for release of retainage, the OWNER has the right to retain an amount equal to two hundred percent of the value of labor or materials yet to be provided to complete the project and that amount may be withheld until such labor and materials are provided. c. The OWNER may also withhold from the retention twice the amount of any claims of sub contractors or suppliers which have been properly filed in compliance with current Iowa Administrative Code. d. Within the 30 -day period herein identified, the OWNER shall pay the retained as stipulated. Should OWNER withhold payment of retention, OWNER shall provide an itemization of work to be done, or other justification for withholding of funds, within same 30 day stipulated period. SC -16.01 Methods and Procedure SC -16.01 Delete Paragraph 16.01.0 in its entirety and insert the following in its place: C. If the Claim is not resolved by mediation, ENGINEER's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.D shall become final and binding 30 days after termination of the mediation unless, within that time period, OWNER or CONTRACTOR: 1. elects in writing to demand arbitration of the Claim, pursuant to Paragraph SC -16.02, or Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-12 Supplementary Conditions 2. agrees with the other party to submit the Claim to another dispute resolution process. SC -16.02 Add the following new paragraph immediately after Paragraph 16.01. SC -16.02 Arbitration A. All Claims or counterclaims, disputes, or other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for Claims which have been waived by the making or acceptance of final payment as provided by Paragraph 14.09) including but not limited to those not resolved under the provisions of Paragraphs SC -16.01.A and 16.01.B will be decided by arbitration in accordance with the rules of The American Arbitration Association under the Construction Industry Mediation Rules of the American Arbitration Association, subject to the conditions and limitations of this Paragraph SC -16.02. This agreement to arbitrate and any other agreement or consent to arbitrate entered into will be specifically enforceable under the prevailing law of any court having jurisdiction. B. The demand for arbitration will be filed in writing with the other party to the Contract and with the selected arbitrator or arbitration provider, and a copy will be sent to ENGINEER for information. The demand for arbitration will be made within the 30 day period specified in Paragraph SC -16.01.C, and in all other cases within a reasonable time after the Claim or counterclaim, dispute, or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such Claim or other dispute or matter in question would be barred by the applicable statute of limitations. C. No arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder, or in any other manner any other individual or entity (including ENGINEER, and ENGINEER's consultants and the officers, directors, partners, agents, employees or consultants of any of them) who is not a party to this Contract unless: 1. the inclusion of such other individual or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration; and 2. such other individual or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings. D. The award rendered by the arbitrator(s) shall be consistent with the agreement of the parties, in writing, and include: (i) a concise breakdown of the award; (ii) a Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-13 Supplementary Conditions written explanation of the award specifically citing the Contract Document provisions deemed applicable and relied on in making the award. E. The award will be final. Judgment may be entered upon it in any court having jurisdiction thereof, and it will not be subject to modification or appeal, subject to provisions of the Controlling Law relating to vacating or modifying an arbitral award. F. The fees and expenses of the arbitrators and any arbitration service shall be shared equally by OWNER and CONTRACTOR. Project # 1992402 © 2021 MSA Professional Services, Inc. 00 73 00-14 Supplementary Conditions APPENDIX A Technical Standards Project # 1992402 © 2021 MSA Professional Services, Inc. Appendices TECHNICAL PROJECT SPECIFICATIONS FOR CITY OF RIVERDALE — CITY OF PANORAMA PARK A JOINT CITY PROJECT SCOTT COUNTY, IA The Edition of SUDAS referenced in these specifications is the 2021 Edition. Pay Item 1 Traffic Control, SUDAS 8030.104 Traffic Control shall consist of lane closures for locations were Contractor equipment is stored, areas of operation, areas where manhole lids need to remain removed from the manhole, and areas of excavation and pavement repair. It is expected the number of lane closures will be at least three. If not more. The total number of lane closures is largely dependent upon how the Contractor and their subcontractors executes this project. This pay item is for the total number of lane closures required and is therefore, this work will not be measured. This work will be treated as a lump sum item. Sign installation, location, advance warning, etc. shall conform to the applicable portions of SUDAS Section 8030 — Temporary Traffic Control. This item will be paid according to the following schedule: 1. First pay application — a maximum cumulative payment of 25 percent of total 2. Project 50 percent complete — a maximum cumulative payment of 50 percent of total 3. Project 90 percent complete — a maximum cumulative payment of 100 percent of the total This work will be paid at the contract unit price per lump sum for TRAFFIC CONTROL SUDAS 8030.104. Pay Item 2 Exterior Chimney Seal This work shall consist of providing the materials and following the procedures to provide an exterior chimney manhole seal in the existing Portland Cement Concrete (PCC) manholes with cast iron frames and lids. The following joints shall be sealed as part of the exterior chimney seal: • Cone to adjusting ring • Cone to manhole frame, • Adjustment ring to manhole frame ▪ Adjustment ring to adjustment ring. Project Number 10876079 G:/10876079/210616 Technical Specification A product that matches of exceeds the specified material and design life will be approved. The exterior, chimney seal shall prevent infiltration into the manhole at the many interfaces within a manhole chimney. An exterior chimney seal is required regardless of the lack of evidence that there has not been a previous leak in any sanitary manhole chimneys. The Contractor shall submit manufacturer's information that demonstrates conformance with these specifications. Acceptance testing shall be a visual review of the installed exterior chimney seal. If there appear to be holes in the new exterior chimney seal or adhesion of the chimney seal is inadequate the Contractor shall patch the areas of observed non-conformance, or remove the exterior chimney seal and reconstruct it at no additional expense to the Owner. Additional vacuum testing or exfiltration testing is not required. An exterior chimney seal may be constructed of either of the following methods and materials: a. The exterior chimney seal shall be constructed of stretchable, self -shrinking, intra-curing halogenated based rubber with a minimum thickness of 30 mils. The backside of each seal shall be coated with a cross -linked reinforced butyl adhesive. The seal shall be designed to stretch around the chimney and overlap the previous placed seal in a shingle - type installation. The application shall form a continuous rubber seal that applies inward pressure on the protected chimney for the life of the project. The first application of the seal shall effectively seal the interface between the manhole conical section and the next adjustment ring. The last application shall effectively seal the interrace between the topmost adjustment ring and the casting frame. The last application shall be seal material shall be trimmed in such a manner as to fit and overlap the manhole frame flange, including the frame flange reinforcement tabs. b. The exterior chimney seal shall be constructed of primer and a unique wrap around heat shrinkable sleeve designed to seal joints and prevent ground water from entering the collection system. The heat activated WrapidSeal shall be consists of cross -linked polyolefin backing coated with an aggressive heat activated adhesive. Allow the external chimney seal to cool prior to backfilling around manhole chimney Prior to applying the external chimney seal, the Contractor shall repair or replace broken adjustment rings. The cost of replacing broken adjustment rings shall be incidental to the of constructing the external chimney seal The manhole shall remain in service during the construction process of the external chimney seal. The surface the external chimney seal will cover shall be prepared in accordance with manufacturer's recommendations. For Contractor's reference, the height from the top of the cone to the top of the frame is provided for each manhole to have an external chimney seal constructed around it. Project Number 10876079 G:/10876079/210616 Technical Specification This work will be measured for each manhole with a constructed chimney seal. This work will be paid at the contract unit cost per each EXTERIOR CHIMNEY SEAL Pay Item 3 Manhole Joint Sealing Special This work shall consist of injecting chemical grout into each barrel joint indicates leaks or as specified by the manhole notes in these plans that identify where leaks were observed. The entire circumference of each joint is to be sealed by chemical grouting. The chemical grouting shall be in conformance with ASTM F24-4 Standard Practice for Sealing Sewer Manholes Using Chemical Grout. The chemical grout to be utilized shall be one of the following grouts: 1. Acrylic base gel chemical sealing material — Avanti AV -118, or equal. 2. Urethane base gel chemical sealing material — Avanti AV -310, or equal. The Contractor shall removal all internal debris from manhole which would interfere with the sealing. The Owner's representative has inspected the manholes and identified the observed leaks. When opening those manholes with identified leaks, the Contractor shall review the manhole to determine if there are additional leaks beyond those identified. This review of the manhole interior for leaks shall be performed by experienced personnel trained in identifying leaks and areas with evidence of leaks. Sealing manhole joints shall be done in such a manner that sewage flow is not interrupted. This can be done through bypass means including pumping, construction of a false manhole floor about the floor invert, etc. If disruption of the sewage flow is required, the Contractor shall meet with the Owner and Owner's representative to discuss and schedule shut down periods. Stopping flows for a period of time that could possibly cause back up into homes will require notification of all resident. Because no shutdowns are planned for this project, shutting down sewage flows is an item to be utilized of last resort. The Contractor shall provide basic equipment, which shall consist of closed circuit television chemical sealant containers, injection packers, pump regulators, valves, hoses, and joint sealing packers for various sizes of pipe. Grout ports or injection sealing devices shall be placed in previously drilled holes in such a way as to provide a watertight seal between the holes and injection device. A hose (or hoses) shall be attached to the injection device from the injection pump. Chemical sealing material, as specified, shall then be pumped through the hose until the material refusal is recorded on the pressure gage mounted on the pumping unit. Upon completion of the injection, the ports shall be removed. The remaining holes shall be filled with quick -setting hydraulic mortar and troweled flush with the surface of the manhole walls. For each Manhole Joint Sealing Special, the Contractor shall furnish all materials, labor, and equipment. The Contractor shall furnish photos or videos of the repair to the Engineer. Project Number 10876079 G:/10876079/210616 Technical Specification This work shall be measured and paid for at the contract unit cost per joint (entire circumference of manhole if necessary) for MANHOLE JOINT SEALING SPECIAL. Pay Item 4 Furnish Castings Type 1 This work shall consist of furnishing sanitary manhole casting and adjustment rings that conform to the applicable portions of SUDAS Section 6010 — Structures for Sanitary and Storm Manholes and identified as Type 1 castings in the details of this plan set. This work is for the furnishing of the specified manhole frame, the associated specified manhole lid, and adjustment rings as a combined unit. This work will be measured and paid for at the contract unit cost per each for FURNISH SANITARY MANHOLE CASTINGS TYPE 1. Pay Item 5 Furnish Castings Type 2 This work shall consist of furnishing sanitary manhole casting and adjustment rings that conform to the type 2 casting as shown in this plan set. This work is for the furnishing of the specified manhole frame, the associated specified manhole frame, lid, and adjustment rings as a combined unit. This work will be measured and paid at the contract unit cost per each for FURNISH SANITARY MANHOLE CASTINGS TYPE 2. Pay Item 6 — Clean MH Invert This work shall consist of flushing or vacuuming accumulated debris and earth from the manhole bottom. If the Contractor choses to flush the manhole, he shall open the next two manholes downstream to verify that flushed material has not redeposited in these manholes. The Contractor shall perform flushing or vacuuming until the bottom of the manhole visually appears to be clean. This work will be measured and paid for each manhole invert / bottom that is cleaned at the contract unit cost per each CLEAN MANHOLE INVERT. Project Number 10876079 G:/10876079/210616 Technical Specification Pay Item 7 — Manhole Adjustment Minor This work shall consist of removing the manhole frame and lid, adjustment rings (if they exist), adding new adjustment rings, to a height as specified, such that the height of the new adjustment rings does not exceed one foot. Adjustment rings may be concrete or polyethylene. The top of the cone section, removed frame, and adjustment ring(s) shall be cleaned with a steel wire brush to the extent that old mastic material, grit, and other debris is removed. The frame and adjustment rings shall be set in new mastic or on new butyl tape. This work shall conform to the applicable parts of SUDAS Section 6010, part 3.04. This work shall be measured and paid at the contract unit cost per each MANHOLE ADJUSTMENT MINOR. Pay Item 8 — Manhole Adjustment This work shall consist of removing the manhole frame and lid, adjustment rings (if they exist), adding new adjustment rings, to a height as specified, such that the height of the new adjustment rings exceeds one foot. Adjustment rings may be concrete or polyethylene. The top of the cone section, removed frame, and adjustment ring(s) shall be cleaned with a steel wire brush to the extent that old mastic material, grit, and other debris is removed. The frame and adjustment rings shall be set in new mastic or on new butyl tape. This work shall conform to the applicable parts of SUDAS Section 6010, part 3.04. This work shall be measured and paid at the contract unit cost per each MANHOLE ADJUSTMENT. Pay Item 9 — Chemical Grout The work in this section consists of sealing active leaking joints or cracks in the existing sanitary sewers so that a CIPP can be constructed without compromising inflow occurring. If, in the Contractor's judgement, the CIPP construction process can occur without sealing the joint, the Contractor may forego the this by evaluating each labeled leaking crack or joint. Reasons that the Contractor may determine that chemical grouting of a joint or crack is not required include changes to the water table over time, inflow rates may be such that they can be controlled for the construction of the CIPP, etc. Chemical grout applications shall be performed in conformance to the applicable portions of Pressure Testing and Grouting of Sewer Joints, Laterals, and Lateral Connections using the Packer Method with Solution Grouts, as prepared by the National Association of Sewer Service Companies (NASSCO). Project Number 10876079 G:/10876079/210616 Technical Specification Included in this work is the labor, materials, equipment, tools, incidentals, and testing following chemical grouting. This work shall be measured and paid for at the contract unit cost per each CHEMICAL GROUT. Pay Item 10 — Encrustation Removal The work in this section consists of reaming or cutting mineral deposits, extensive biological films that has become excessively large, or prior applications of grout or mastic that were improperly applied at joints. For this project, the removal of the encrustation occurs at joints. These are locations are shown on the plans. They are also readily visible by televising or reviewing prepared digital videos or reports. The Engineer's opinion of the number of encrustations to remove is based on these same prepared videos and reports. Included in this pay item is all labor, materials, equipment, tools and incidentals for all aspects of the encrustations to be removed. This work shall be measured and paid for at the contract unit cost per each ENCRUSTATION REMOVAL. Pay Item 11 — Cut Root Wad This work shall consist of cutting and removing the identified root wads shown on the project plans. If, after removing the root wad, visually, it is determined that the impacted joint is leaking in such a manner that the joint must be chemically grouted prior to the construction of the CIPP, the Contractor shall notify the Engineer. The Engineer will notify the owner of the additional leak to be added to the probable quantities. Root wads should be removed by cutting. However, if the Contractor wishes the utilize other methods, they may do so by prior notification to the Engineer. The Contractor assumes liability for the sewer if alternative methods of root wad removal result in damage to the sewer. Included in this pay item is all labor, materials, equipment, tools and incidentals for all aspects of the root wads to be removed by cutting. This work shall be measured and paid for at the contract unit cost per each CUT ROOT WAD. Project Number 10876079 G:110876079/210616 Technical Specification Pay Item 12 —Cured in Place Pipe Lining, 8" Pay Item 13 —Cured in Place Pipe Lining, 10" Pay Item 14 — Cured in Place Pipe Lining, 12" This work includes notification to affected homeowners and the installation of the CIPP. If additional sewer cleaning is required, the Contractor shall make the Engineer aware of the conditions and location of the conditions. If there are laterals that require reaming, the Contractor shall make the Engineer aware of the conditions and the location of the conditions. This work shall conform to the applicable portions of SUDAS, Section 4050. Pre -rehabilitation cleaning and televising (inspection) of the sanitary sewer is incidental to the construction of CIPP. The reinstatement of laterals shall be measured and paid for separately. Grouting of specific joints and cracks shall be measured and paid for separately. Pressure testing shall be measured and paid for separately. CIPP End Seals shall be measured and paid for separately. This work assumes that the sewage flows can be interrupted for a long enough time period to construct the CIPP. If by-pass pumping is required, it shall be measured and paid for separately. This work shall be measured and paid for at the contract unit cost per lineal foot for CURED -IN - PLACE -PIPE LINING of the specified diameter. Pay Item 15 — Reinstate Lateral This work shall include the reinstatement of service line laterals. This work shall conform to the applicable portions of SUDAS — Section 4050 — Building Sanitary Sewer Service Reinstatement. The work shall be measured and paid for at the contract unit cost per each REINSTATE LATERAL. Pay Item 16 — Ream Protruding Lateral The work shall consist or reaming protruding laterals in conformance to applicable portions of SUDAS Section 4050. When reaming protruded lateral taps, use care to prevent damage to the wall of the sewer main. Should OWNER produced video indicate that the sewer main around a protruded lateral tap is intact and undamaged, and damage to the sewer main is caused by a protruded lateral tap by the Contractor's reaming operation, the resulting damage to the sewer main shall be repaired at no cost to the OWNER. This item will not be paid until digital files for Sanitary Sewer Televising have been submitted for review and accepted by ENGINEER. Project Number 10876079 G:/10876079/210616 Technical Specification This work will be measured and paid for at the contract unit price per each REAM PROTRUDING LATERAL. Pay Item 17 — Abandon Sanitary Lateral Service Several service lines were previously plugged in the sanitary sewer the parallels Bellingham Drive. These abandoned laterals were intended to last temporarily until a CIPP was constructed within a few days. The decision was made to put off constructing the CIPP for this sanitary sewer until this project. The Contractor shall in the course of the pre -rehabilitation televising the sanitary sewer, determine if the plugs for these laterals have remained intact. If the plugs are remained intact, then this item requires no work. If the plugs have failed and inflow is observed to a level that will interfere with the construction of the CIPP, then the Contractor shall chemically grout the areas of these laterals with the intent to treat the failed lateral plug as a pressure grouting of a failed joint or crack. This work shall be performed in accordance with Pay Item 9. The work shall be measured and paid for at the contract unit cost per each ABANDON SANITARY LATERAL SERVICE. Pay Item 18 — Grout Lateral This work is for the testing and, if necessary, the chemical injection grouting of service line connections to the main sewer line after the completion of the CIPP. Included in the work is the labor, materials, equipment, tools, incidentals, and testing following chemical grouting. This work shall be done in conformance to the applicable portions of SUDAS Section 4050, Pressure testing of Service Connections and injection grouting of service connections. The work shall be measured and paid for at the contract unit cost per each GROUT LATERAL. Pay Item 19 — PCC Manhole Apron This work is for the construction of Portland Cement Concrete (PCC) aprons around the sanitary manhole frames and lids in the City of Panorama Park. The construction of PCC aprons shall be in conformance with the applicable portions of SUDAS Section 7010. Air content is required in the mix, but air testing is not required. The application of liquid curing compound is not required. The measurement of slump is not required. The pavement surface shall be broom finished. Project Number 10876079 G:/10876079/210616 Technical Specification Cylinder molds will be provided to the Contractor. The Contractor shall make two cylinders for each day of PCC work the Contractor performs. This work shall be measured and paid for at the contract unit cost per each PCC MANHOLE APRON. Pay Item 20 — SW -514, 8" This work is for the construction of a PCC full depth pavement patch within the area cut out for the installation of the SW -505 intake. The concrete work shall conform to the applicable portions of SUDAS Section 7040. The construction of the curb shall be considered incidental to the construction of the roadway patch. The constructed curb shall be shaped to transition from the existing curb section to match the casting for the intake structure. Air content is required in the mix, but air testing is not required. The application of liquid curing compound is not required if the patch is covered in plastic. The measurement of slump is not required. The pavement surface shall be broom finished. The reinforcement and dowel bars shown in the SUDAS detail for SW -514 are not paid separately and shall be included in the construction of this PCC full depth pavement patch. Cylinder molds will be provided to the Contractor. The Contractor shall make two cylinders for each day of PCC work the Contractor performs. The thickness of the PCC full depth patch shall be 8 inches, regardless of the thickness of the adjacent existing PCC pavement. This work shall be measured and paid for at the contract unit cost per square yard of the specified thickness SW -514, 8". Pay Item 21 — Sawcut Breakout Line Sawcut breakout line shall conform to SUDAS, Section 7040 — Pavement rehabilitation, subpart 3.02A. This specification shall be used for all pavement sawcuts. Sawcuts shall be full depth of the HMA or PCC pavement. No adjustment fore pavement depth of pavement materials shall be made. The sawcut length shall be measured as the sawcut to get a clean edge to the pavement. Preliminary sawcuts made to make removal of the pavement easier are incidental to this pay item. The work will be measured and paid at the contract unit price per lineal foot SAWCUT BREAKOUT LINE. Project Number 10876079 G:/10876079/210616 Technical Specification Pay Item 22 — On -site Topsoil, 6" This work shall include the removal of topsoil within the area of proposed work. Proposed work includes the placement of a PCC Manhole Apron, or the placement of embankment material. Minimum depth of removal shall be 10 inches or the thickness of the existing topsoil, whichever is less. On -site topsoil shall conform to the applicable portions of SUDAS, Section 2010. The depth of topsoil to be spread shall be 6 inches thick instead of 8 inches. Measurement shall be in square yards and not cubic yards. This work will be measured and paid at the contract unit price per square yard ON -SITE TOPSOIL, 6". Pay Item 23 — Type 1 Seeding This work includes the furnishing and placement of lawn grass seed in conformance with the applicable portions of SUDAS, Section 9010. The seed mix shall conform to Type 1 Seed Mixture. Seeding rates 0.05 pounds per square yard. This work will be measured and paid at the contract unit price per square yard TYPE ! SEEDING. Pay Item 24 — Pavement Removal Pavement removal shall conform to the applicable portions of SUDAS, Section 7040. Measurement shall be made in square yards. No adjustments will be made for pavement depth or pavement materials. No deductions in areas will be made for manholes or valves in the pavement. The work will be measured and paid for at the contract unit price per square yard PAVEMENT REMOVAL. Pay Item 25 — Granular Subbase Material, 10" This work includes the furnishing of aggregate, placement in a ten -inch compacted layer, in conformance to the applicable portions of SUDAS Section 2010 — Earthwork, Subgrade, and Subbase. Granular Subbase Material, 10" is required beneath Pay Item 19 and 20. For Pay Item 20, the granular subbase material shall extend 1 foot beyond the back of curb. Of pay item 19, the placement of the granular subbase is limited to being placed immediately beneath the PCC apron. Project Number 10876079 G:/10876079/210616 Technical Specification This work will be paid at the contract unit price per square yard for GRANULAR SUBBASE MATERIAL, 10" Pay Item 26 — Storm Manhole, 4' Dia. Paji Item 27 — Storm Manhole, 5' Dia. This work includes the furnishing and installation of manholes of the diameter specified in conformance with the applicable portions of SUDAS, Section 6010. Storm manholes shall have a minimum of one three-inch thick adjustment ring. The adjustment ring, and the frame and lid shall be considered incidental to this pay item. The storm manhole may be a doghouse style. However, the existing pipe that is located where the manhole is to be placed shall be removed. Cutting off the top half of the pipe and utilizing the bottom half as the manhole invert or fillet is not acceptable. This work will be paid at the contract unit price per each of the specified diameter of STORM MANHOLE. Pay Item 28 - Structure Removal This work includes removing intakes and manholes and shall conform to the applicable portions of SUDAS, Section 6010. Removal includes grates, adjustment rings, etc. The Contractor becomes the owner of any materials removed that can be recycled for a profit. Only one structure is anticipated of being removed. This is the existing drainage structure (i.e. intake) located on Manor Drive. If it becomes necessary to remove another structure in which the scope of work for removal is substantially different that that required for removal of drainage structure on Manor Drive, a new price will be negotiated. This work will be measured and paid at the contract unit price per each STRUCTURE REMOVAL. Pay Item 29 — Pipe Removal, 12" This includes the cutting, removal, and disposal of pipe of the specified diameter. This work shall conform to the applicable portions of SUDAS, Section 2010. This work will be measured and paid at the contract unit price per lineal foot of the specified diameter PIPE REMOVAL. Project Number 10876079 G:/10876079/210616 Technical Specification Pay Item 30 — Storm Sewer, 12" This work includes the construction of storm sewer of the specified diameter in conformance to the applicable portions of SUDAS, Section 4020. The pipe material shall be AWWA C900 DR 18 PVC. If possible, this storm sewer shall be constructed with no joints. This work will be measured and paid at the contract unite price per lineal foot of the specified diameter STORM SEWER. Pay Item 31 — SW -505 Intake This work includes the furnishing of and installation of the specified intake in conformance with the applicable portions of SUDAS, Section 6010. Furnishing and installing the frame and grate shall be included in the cost of SW -505 Intake. This work will be paid at the contract unit price per each SW -505 INTAKE. Pay Item 32 — Class 10 Excavation This work includes the excavation of soil and aggregate for the construction of the PCC Manhole aprons. The depth of excavation shall allow for the granular subbase material and the thickness of the PCC Apron. This work shall conform to applicable portions of SUDAS, Section 2010. The quantity of excavation shall not be measured in the field. The quantity shall be agreed upon between the Contractor and the Engineer prior to the start of construction. This work will be paid at the contract unit price per cubic yard CLASS 10 EXCAVATION. Pay Item 33 — Bypass Pumping This work includes the bypass pumping that is necessary to maintain sewers that will be CIPP lined in acceptable condition for the construction work. The system and method of bypass pumping is the Contractor's choice. This work shall conform to the applicable parts of SUDAS, Section 4050. Bypass pumping will be paid one time for each bypass setup that is required for a sewer line that is to be lined. If bypass pumping is required, the Contractor shall submit video showing the flow rates cannot be managed by the temporary plugging of sanitary sewers. This work shall be measured and paid for at the contract unit cost for each set up required for BYPASS PUMPING. Project Number 10876079 G:/10876079/210616 Technical Specification Pay Item 34 — Televise Sewer This work includes the televising of the sanitary sewer within Panorama Park that has not yet been televised. The Contractor shall televise this section of sanitary sewer. A digital video of the televising shall be furnished to the Engineer on a flash drive as soon as possible. Currently no work is specified for this run of sanitary sewer. Additional work may be added to the contract, subject to Engineer's review of the submitted digital video. The Owner must authorize any additional work prior to the Contractor proceeding. This work will be measured and paid for at the contract unit price per lineal foot for TELEVISE SEWER. Pay Item 35 — End Seal, 8" Pay Item 36 — End Seal, 10" Pay Item 37 — End Seal, 12" This work includes the furnishing and installation of hydrophilic end seals. The end seals shall be installed in conformance to ASTM F3240. The end seals shall be Insignia or approved equivalent. This work will be measured and paid at the contract unit price per each END SEAL of the specified diameter. Pay Item 38 — Concrete Washout This work includes the furnishing of materials, the removal of, the cleanup of, and the restoration of the area occupied by a concrete washout. This work shall conform to SUDAS, Section 11,050. This work will not be measured. This work will be paid at the contract lump sum cost for CONCRETE WASHOUT. Pay Item 39 — Borrow This work includes the furnishing of and placement of earthen materials to create earthen "cones" around the new manholes located along Manor Drive (Riverdale). The furnished material suitable embankment materials conforming to SUDAS, Section 2010, Part 2.03. Furnished testing of the material is not required. The Contractor shall obtain Engineer's approval of the material prior to placement. Approval is subject to a visual inspection by the Engineer. This visual inspection can be a delivery of a 5 -gallon bucket sample to the Project Number 10876079 G:/10876079/210616 Technical Specification Engineer, Engineer's visual review of the material in the bed of a truck (at the Contractor's risk), or the Engineer visiting the source of the material for a visual review. The delivery of sample material is incidental to this pay item. The suitable embankment material shall not contain organic material. The suitable embankment material shall contain no rocks greater than 3 inches in diameter. The amount of rocks between 1 inch and 3 inches in diameter shall be less than 5 percent by weight. This work will not be measured. The Engineer and the Contractor shall agree to quantities prior to beginning work. This work will be paid at the contract unit cost per cubic yard for BORROW. Pay Item 40 — Mobilization This work shall conform to SUDAS, Section 11,020. For payment to meet the SUDAS specified schedule, Mobilization shall not exceed 6 percent of the total project cost, not including mobilization. If mobilization is greater than 6 percent of the project cost, the amount of mobilization that is 6 percent of the total project cost shall be paid according to the SUDAS schedule. The remainder of mobilization shall be paid when the project is 90 percent complete on a cost completed basis. This work will be paid at the contract lump sum price for MOBILIZATION. General: 1. Damaged caused to sewer main, laterals, and manholes from the work performed will be the responsibility of the Contractor and bid unit prices shall reflect this. 2. Contractor shall be responsible for any and all expenses incurred resulting from sewage backups due to Contractor negligence. Receipts indicating that all claims have been paid in full shall be submitted to the Engineer prior to project close out and release of retainage. 3. Much of the Riverdale sanitary sewer and sanitary manhole work is located off -road. The location of the work is considered incidental to the pay item unit cost. Project Number 10876079 G:/10876079/210616 Technical Specification JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA PROJECT LOCATION: SCOTT COUNTY, IOWA SHEET INDEX GENERAL SHEETS (A) A.01 TITLE SHEET A. 02 A.03 A.04 -A.06 A.07 A.08 A.09 GENERAL NOTES QUANTITY TAKE -OFF DETAILS RIVERDALE SANITARY SEWER MAP PANORAMA PARK SANITARY SEWER MAP A PANORAMA PARK SANITARY SEWER MAP B RIVERDALE REHABILITATION (R) R.01 -R.04 SANITARY SEWER REHABILITATION R.05 -R.08 SANITARY MANHOLE REHABILITATION R.09 -R.10 MANOR DRIVE STORM SEWER REHABILITATION PANORAMA PARK REHABILITATION (P) P.01 -P.03 SANITARY SEWER REHABILITATION P.04 -P.05 SANITARY MANHOLE REHABILITATION PANORAMA PARK PROJECT LOCATION RIVERDALE PROJECT LOCATIONS LOCATION MAP NOT TO SCALE LEGEND � 1 � EP !WYWV I 0 0 a X EXISTING WATER MAIN EXISTING GATE VALVE & HYDRANT WATER SERVICE & CURB STOP PROPOSED WATERMAIN, VALVE, & HYDRANT PROPOSED WATER SERVICE & CURB STOP EXISTING SANITARY SEWER & MANHOLE EXISTING FORCEMAIN EXISTING STORM SEWER & INLET PROPOSED STORM SEWER & INLET PROPOSED STORM SEWER & MANHOLE PROPOSED SANITARY SEWER & MANHOLE BURIED ELECTRIC BURIED GAS & VALVE BURIED CABLE TELEVISION BURIED TELEPHONE BURIED FIBER OPTICS OVERHEAD UTILITY RAILROAD TRACKS EXISTING CURB & GUTTER PROPOSED CURB & GUTTER EXISTING SIDEWALK PROPOSED SIDEWALK EXISTING CULVERT PIPE PROPOSED CULVERT PIPE FENCE LINE DRAINAGE ARROW SILT FENCE RIGHT-OF-WAY BASELINE PROPERTY LINE TREE LINE BENCHMARK IRON PIPE IRON ROD CONTROL POINT UTILITY POLE & GUY SOIL BORING LIGHT POLE PEDESTAL STREET SIGN MAILBOX FLAGPOLE TREE -DECIDUOUS TREE -CONIFEROUS TREE TO BE REMOVED UTILITIES GAS & ELECTRIC: MIDAMERICAN GAS COMPANY DIANE HIRL (309) 793-3645 DHHIRL@MIDAMERICAN.COM TELEPHONE: CENTRAL SCOTT TELEPHONE RICK BILLUPS (563) 285-9611 RICK@CSTECH.COM WATER: IOWA AMERICAN WATER COMPANY DAVID KULL (563) 468-9225 DAVID.KULL@AM WATER.COM INTERNET: CENTURY LINK TOM STURMER (720) 578-8090 THOMAS.STURMER@CENTURYLINK.COM NOTE: UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND CONTRACTOR SHALL HAVE APPROPRIATE UTILITY MARK EXACT LOCATIONS PRIOR TO CONSTRUCTION IOWA= ONE CALL. 1-800-292-8989 www.iowaonecall.com 8:1 CAN helm pm 14 PLANS INTENDED TO BE VIEWED IN COLOR sF."' ,�r ]i_Of Slip 0/1/ `C r to' CFIR1SfilAN '" COOPER • I P23729 : m r • ai * f HUW t:1.11-‘‘‘: + 1.11-‘ 4' I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY UCEN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF 10 ,y► -7 ?.� z/ DATE: NAME: CHRISTIAN R. COOPER, P.E.. CPESC. UCEN SE NUMBER; P23729 MY LICENSE RENEWAL DATE IS DECEMBER 31. 2021 PAGES OR SHEETS COVERED BY THIS SEAL; AU. NO DAT PROJECT DATE: DRAWN BY: POD DESIGNED BY: CRC CHECKED BY: C PLOY WYE WeOnv4BY. ARY T,2 RB 11 MOMS S SACALCSOL9,ENA , D6t+:B 9o1p£rm7A DENERAL 2EVISION BY I MSA a�•7 ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Rettendorf IA 52722 (5631445-3501 www msa-ps. corn JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA TITLE SHEET SHEET A.01 GENERAL NOTES 1. ALL ELEVATIONS ARE BASED ON N.A.V.D 1988. 2. WHEREVER IN THE PLANS OR SPECIFICATION THE TERM "STANDARD SPECIFICATIONS" IS USED, IT SHALL BE UNDERSTOOD BY THE CONTRACTOR TO MEAN THE 2021 VERSION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS). 3. ANY REFERENCE TO STANDARDS THROUGHOUT THE PLANS SHALL BE INTERPRETED TO BE THE LATEST STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS). 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN EXISTING VISIBILE FIELD CONDITIONS BEFORE BIDDING ON THE PROJECT. 5. THE CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH STATE REGULATIONS REGARDING AIR, WATER, AND NOISE POLLUTION. 6. THE CONTRACTOR SHALL NOT DISPOSE OF DEBRIS OR UNSUITABLE MATERIALS WITHIN THE LIMITS OF THE IMPROVEMENTS AND SHALL TAKE CARE TO LIMIT THE CONSTRUCTION TO WITHIN THE RIGHT-OF-WAY AND EASEMENT LIMITS. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED TO THE PROPERTY OUTSIDE THE PROJECT LIMITS. THE CONTRACTOR IS RESPONSIBLE FOR THE LEGAL DISPOSAL OF ALL DEBRIS AND UNUSED CONSTRUCTION MATERIALS RESULTING FROM THIS WORK. 7. WHERE SECTION OR SUBSECTION MONUMENTS, BENCHMARKS, OR IRON PIPE MONUMENTS ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE SUCH MONUMENTS ARE REMOVED. THE CONTRACTOR SHALL PRESERVE ALL MONUMENTS UNTIL AN IOWA REGISTERED LAND SURVEYOR OR AGENT HAS WITNESSED OR OTHERWISE REFERENCED THE LOCATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR HAVING AN IOWA REGISTERED LAND SURVEYOR RE-ESTABLISH ANY MONUMENTS UNNECESSARILY DESTROYED BY HIS OPERATIONS. 8. THE FINAL TOP FOUR INCHES OF SOIL IN ANY RIGHT-OF-WAY AREA DISTURBED BY THE CONTRACTOR MUST BE CAPABLE OF SUPPORTING VEGETATION. THE REQUIRED TOPSOIL WILL BE PAID PER SQUARE YARD TO STRIP, SALVAGE, AND SPREAD TOP SOIL. 9. THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS WITHIN THE PROJECT LIMITS. SEEDING TYPE 1 SHALL BE USED. SEEDING WILL BE PAID PER SQUARE YARD. THE CONTRACTOR SHALL SPREAD SEED THREE FOOT INTO BUFFER AREAS ADJACENT TO THE PROJECT SITE THAT MAY NOT HAVE BEEN DISTURBED, BUT MAY HAVE DAMAGED VEGETATION. THIS ADDITIONAL SEEDING SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED FOR PAYMENT. 10. CONTRACTOR SHALL NOTIFY CITY 24 HOURS IN ADVANCE OF CONSTRUCTION WORK THAT WILL INTERRUPT THEIR SANITARY SERVICE. 11. EROSION CONTROL BLANKET SHALL BE APPLIED OVER ALL DISTURBED AREAS THAT ARE SEEDED. EROSION CONTROL BLANKET SHALL BE PAID PER SQUARE YARD. 12. UTILITY LOCATIONS WERE PLOTTED FROM INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES AND THEIR ACCURACY SHOULD BE CONSIDERED APPROXIMATE. NO RESPONSIBILITY IS ACCEPTED FOR THE LOCATIONS SHOWN OR THAT ALL UTILITY FACILITIES ARE SHOWN. THE CONTRACTOR IS ADVISED THAT SOME UTILITY COMPANIES MAY HAVE RELOCATED THEIR FACILITIES PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATION OF UTILITIES AT THE TIME OF CONSTRUCTION AND TO PROTECT THESE UTILITIES. THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR AVOIDING CONFLICTS WITH OVERHEAD UTILITY LINES AND THE EQUIPMENT USED FOR EXCAVATING AND CONSTRUCTING. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH UTILITY COMPANIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITY PROPERTY FROM CONSTRUCTION OPERATIONS. 13. ABANDONED UNDERGROUND UTILITIES THAT CONFLICT WITH THE CONSTRUCTION SHALL BE REMOVED AND DISPOSED OF OUTSIDE THE LIMITS OF THE RIGHT-OF-WAY. THIS WORK IS CONSIDERED INCIDENTAL TO PAY ITEMS. CONTRACTOR SHALL DISPOSE OF ALL EXCAVATED UTILITIES IN A LEGAL MANNER. 14. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL PROPER TRAFFIC BARRICADES AND OTHER TRAFFIC CONTROL DEVICES. 15. THE CITIES OF RIVERDALE AND PANORAMA PARK SHALL BE RESPONSIBLE FOR NOTIFYING THE PUBLIC, THE UNITED STATES POST OFFICE, AND EMERGENCY SERVICES ABOUT THE PROJECT AND POSSIBLE CONFLICTS WITH NORMAL TRAFFIC MOVEMENT. THE CONTRACTOR SHALL PROVIDE THE CITY 48 HOURS ADVANCE NOTICE BEFORE PLACING THE TRAFFIC MAINTENANCE AND CONTROL SIGNAGE. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE CLEANUP PRIOR TO FINAL ACCEPTANCE. THE CLEANUP WORK SHALL BE DONE AS DIRECTED BY THE ENGINEER AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 17. SAW CUTS ARE MANDATORY PAVEMENT JOINTS FOR MANHOLE FRAME AND LID REPLACEMENT. SAWCUTS WILL NOT BE PAID FOR SEPARATELY BUT WILL BE INCLUDED IN FRAME AND LID REMOVAL PER EACH. 18. GROUNDWATER LEVELS MAY BE SUCH THAT THEY ENCROACH ON THE NORMAL PROCESS FOR CIPP AND GROUTING SANITARY LATERAL CONNECTIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL THE GROUND WATER IN ORDER TO KEEP THE CONSTRUCTION AREA FREE OF WATER. 19. THE CONTRACTOR SHALL MAINTAIN DRIVEWAY ACCESS FOR ALL ADJACENT PROPERTIES. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS AND THE CITIES OF RIVERDALE AND PANORAMA PARK OF THE SCHEDULE FOR PAVEMENT DEMOLITION AND ROADWAY RECONSTRUCTION. 20. THE NEW MANHOLE LIDS FOR THIS PROJECT SHALL HAVE THE WORD "SANITARY SEWER" ON THE LID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR THIS WORK. 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITY PROPERTY DURING CONSTRUCTION OPERATIONS. A MINIMUM OF 48 HOURS ADVANCE NOTICE IS REQUIRED FOR NON -EMERGENCY WORK. THE IOWA ONE CALL NUMBER IS 1-800-292-8989. 22. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE VERTICAL DEPTHS OF THE UNDERGROUND UTILITIES WHICH MAY INTERFERE WITH CONSTRUCTION OPERATIONS. THIS WORK WILL NOT BE MEASURED OR PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE UNIT BID PRICE FOR THE ITEM OF CONSTRUCTION INVOLVED. 23. CAD DATA WILL BE AVAILABLE TO CONTRACTORS AND CONSULTANTS WORKING ON THIS PROJECT. THIS INFORMATION WILL BE PROVIDED UPON REQUEST AS AUTOCAD ONLY. IF ANY DISCREPANCY OR INCONSISTENCY ARISES BETWEEN THE ELECTRONIC DATA AND THE INFORMATION ON THE HARD COPY, THE INFORMATION ON THE HARD COPY SHOULD BE USED. 24. THE CONTRACTOR SHALL ATTEND A PRE -CONSTRUCTION MEETING AND PROVIDE A PROJECT SCHEDULE. THE CONTRACTOR SHALL BRIEF THE CITY OF RIVERDALE AND THE ENGINEER WEEKLY ON THE PROJECT PROGRESS AND POSSIBLE DEVIATIONS FROM THE SCHEDULE. 25. EXCESS WASTE PRODUCTS REMOVED FROM THE PROJECT SITE SHALL BE DISPOSED OF IN A SAFE AND LEGAL MANNER. ANY PROTRUDING REINFORCEMENT BARS SHALL BE REMOVED PRIOR TO THE DISPOSAL OF BROKEN CONCRETE AT APPROVED DISPOSAL SITES. 26. BOLTS SHALL BE FURNISHED AND INSTALLED WITH BOLT DOWN SANITARY SEWER LIDS. 27. NEW PAVEMENT PATCHES SHALL BE CONSTRUCTED AGAINST SAWCUT PAVEMENT BUTT JOINTS. 28. ANY REFERENCING TO "CITY" IN PLANS & SPECIFICATIONS SHALL REFER TO BOTH THE CITY OF RIVERDALE AND THE CITY OF PANORAMA PARK, AS APPROPRIATE. lID. IA REVISION L. BY PROJECT DATE. DRAWN BY: FDO DESIGNED BY, CRC CHECKED BY CRC FLOT DAM 7.79211:0617 PM. G11011SWIM DiTM ' Oncuotenh31108760,9 GENERAL SHEETS dwJ MSA ENGINEERING I ARC}11IECFVRE I SURVEYING FUNDING 4 PLANNING I ENVIRONMENTAL 2117 Slats Sires!, eBucncror f IA 52717 (iA2)44535121 wwW,msa-pscam JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA GENERAL NOTES A.02 QUANTITY TAKE -OFF: RIVERDALE RIVERDALE WORK QUANITITIES ITEM NUMBER ITEM QUANTITY UNITS 1 'TRAFFIC CONTROL , SUDAS 8030.104 0.25 LS 2 EXTERIOR CHIMNEY SEAL 12 EA 3 MANHOLE JOINT SEALING - SPECIAL 8 EA 4 FURNISH CASTINGS TYPE 1 3 EA 5 FURNISH CASTINGS TYPE 2 2 EA 6 CLEAN MH INVERT 3 EA 7 MANHOLE ADJUSTMENT MINOR 12 EA 8 MANHOLE ADJUSTMENT 2 EA 9 CHEMICAL GROUT 16 EA 10 ENCRUSTRATION REMOVAL 19 EA 11 CUT ROOT WAD 6 EA 12 CURED IN PLACE PIPE LINING, 8" 1262 LF 13 CURED IN PLACE PIPE LINING, 10" 363 LF 14 CURED IN PLACE PIPE LINING, 12" 1418 LF 15 REINSTATE LATERAL 2 EA 16 REAM PROTRUDING LATERAL TAP - EA 17 ABANDON SANITARY LATERAL SERVICE 0 EA 18 GROUT LATERAL 2 EA 19 PCC MANHOLE APRON - EA 20 SW -514, 8" 16 SY 21 SAWCUT BREAKOUT LINE 36 LF 22 ONSITE TOPSOIL, 6" 211 SY 23 TYPE 1 SEEDING 230 SY 24 PAVEMENT REMOVAL 32 SY 25 GRANULAR SUBBASE MATERIAL, 10" 18.7 SY 26 STM MH, 4' DIA 2 1 EA EA 27 STM MH, 5' DIA 28 STRUCTURE REMOVAL 1 EA 29 PIPE REMOVAL, 12" 7 LF 30 STORM SEWER, (PVC), 12" 10 LF 31 SW -505 INTAKE 1 EA 32 CLASS 10 EXCAVATION - CY 33 BYPASS PUMPING 3 EA 34 TELEVISE SEWER - LF 35 END SEAL, 8" 12 EA 36 END SEAL, 10" 2 EA 37 END SEAL, 12" 6 EA 38 CONCRETE WASHOUT 1 EA 39 BORROW 55 CY 40 MOBILIZATION 0.5 LS QUANTITY TAKE -OFF: PANORAMA PARK PANORAMA PARK WORK QUANITITIES ITEM NUMBER ITEM QUANTITY UNITS 1 TRAFFIC CONTROL , SUDAS 8030.104 0.75 LS 2 EXTERIOR CHIMNEY SEAL 5 EA 3 MANHOLE JOINT SEALING - SPECIAL - EA 4 FURNISH CASTINGS TYPE 1 - EA 5 FURNISH CASTINGS TYPE 2 - EA 6 CLEAN MH INVERT 3 EA 7 MANHOLE ADJUSTMENT MINOR 4 EA 8 MANHOLE ADJUSTMENT 1 EA 9 CHEMICAL GROUT 5 EA 10 ENCRUSTRATION REMOVAL 3 EA 11 CUT ROOT WAD 16 EA 12 CURED IN PLACE PIPE LINING, 8" 1575 LF 13 CURED IN PLACE PIPE LINING, 10" - LF 14 CURED IN PLACE PIPE LINING, 12" - LF 15 REINSTATE LATERAL 24 EA 16 REAM PROTRUDING LATERAL TAP - EA 17 ABANDON SANITARY LATERAL SERVICE - EA 18 GROUT LATERAL 20 EA 19 PCC MANHOLE APRON 4 EA 20 SW -514, 8" - SY 21 SAWCUT BREAKOUT LINE 48 LF 22 ONSITE TOPSOIL, 6" 9 SY 23 TYPE 1 SEEDING 9 SY 24 PAVEMENT REMOVAL 7 SY 25 GRANULAR SUBBASE MATERIAL, 10" 12 SY 26 STM MH, 4' DIA - EA 27 STM MH, 5' DIA - EA 28 STRUCTURE REMOVAL - EA 29 PIPE REMOVAL, 12" - LF 30 STORM SEWER, (PVC), 12" - LF 31 SW -505 INTAKE - 1 EA CY 32 CLASS 10 EXCAVATION 5 33 BYPASS PUMPING 5 EA 34 TELEVISE SEWER 250 LF 35 END SEAL, 8" 12 EA 36 END SEAL, 10" - EA 37 END SEAL, 12" - EA 38 CONCRETE WASHOUT 1 EA 39 BORROW CY 40 MOBILIZATION 0.5 LS NO DATE REVISION BY PROJECT DATE: DRAWN BY: POO DESIGNED BY: CRC CHECKED BY CRC ■ PLOT DATE. Wp5P.50y. July 7. DOPt 05 20 PY. D TIDY Pk1RIBE1np75ArAEK GWRELe6pn „wwW01B61EBTpe.ENERAL WEE7a dog PJ» MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL Xa.27 State Steeel, Deitentluyf IA s 722 (5631 day -501 www.msa-PL_[nm a..0 w. JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA QUANTITY TAKE -OFF PROJECT NO SHEET A 03 SANITARY MANHOLE CASTINGS — INTERNAL CHIMNEY SEAL (NOT TO BE INSTALLED) IF INSTALLING NEW ADJUSTMENT RINGS; 1. CLEAN EXISTING CONCRETE SURFACES. 2. INSTALL CONTINUOUS BUTYL TAPE OR MASTIC BEAD BETWEEN THE TOP OF MANHOLE AND THE FIRST ADJUSTMENT RING. $erner• N/A TYPICAL SECTION 8' min SW -601 Casting EXISTING REINFORCED CONCRETE GRADE ADJUSTMENT RINGS. IF BROKEN OR DEGRADED. REPLACE WITH NEW ADJUSTMENT RINGS. FLEXIBLE RUBBER/BUTYL SEALANT WRAP OR HEAT SHRINKABLE WRAP AROUND SLEEVE TOP OF MANHOLE CONE, ADJUSTMENT RING, AND FRAME Precast Top. recast Riser Sections -- Process Base with Integral Riser Section lexible Pipe nthpl C Location S1otrea lerlal PLAN rT For aochnonel contllralIons maintain a minimum at 12 Inches of CerKTRle beIwBun vrrllcel edges of pipe openings 12 inch mirwrlum nser herghl above all pipe openings, Maximum Pare Diameter Inches ter SUDAS GIKAN 1DOT 2 rot,l 'A SW -301 FIGURE 6010.301 STANDARD ROAD PLAN Er idl wwww CIRCULAR SANITARY SEWER MANHOLE Precast Top Depth Lowest Flowline 8" min Class I Bedding Material 6" min SW -602 Casting (TYPE E) TYPICAL SECTION Adjustment Rings #4 Bars @ 12" o c. Each Way Precast Riser Sections Concrete Fillet Square Edge 8" min Location Station Base® PLAN If manhole depth exceeds 20 feel, install steps. ®Casl-in-place base shown, If base is precast integral with botlom riser, the foolprint of the base is not required to extend beyond the outer edge of the riser. ©For additional configurations, maintain a minimum of 12 inches of concrete between vertical edges of pipe openings. ©12 inch minimum riser height above all pipe openings. Manhole Diameter (inches) Maximum Pips Diameter® finches} yon 2 Pipes. AI IBQ- Separation Al SO Separation 48 24 18 60 36 24 72 42 30 84 48 36 96 60 42 (1, SODAS OIOWA DOT a...., 1 04-20-2/ FIGURE 6010.101 STANDARD ROAD PLAN SW -401 ES tort L,V s CIRCULAR STORM SEWER MANHOLE ALL NEW MANHOLE Tvl=EA FRAMES AND LIDS EXCEPT THOSE Two-piece !red w:rang LISTED AS NEENAH MODEL NNF-1642421 TYPE C Boll -down Cover ITypsGI N/A Q 4 Two -prow flied 00a0ong w.t, bolydcwn co,cO THERE ARE NO TYPE C MANHOLE FRAMES AND LIDS IN THIS PROJECT — Fla rye (ryP I PLAN CASTING TYPE 1 TYPICAL SECTION M 011 01 CAD DWG. REF: 1642421.OWG- —1/2" GLUE GASKET INGROOVE 4X 01" ANCHOR BOLT HOLES (ANCHOR BOLTS NOT REQUIRED FOR THIS PROJECT) ON A 033" B.C. T -SEAL / CONCEALED PICK DETAIL HALF SCALE P!=V OEALEED CKHOLE (2) Frame Rots SOe and spacing of lugs and langes may vary Cover Notes; Roughness pa'.lem aid taxi style may vary idiom -us one C00000fod doST:k —^-----^^>! NIA ID Il speeled r.:rnish boll doom frame and cover w•Ih'our q" K 2y• stainless steel 1100. roan. recessed cap screws Secure cover with sera:., wasFers, and rubber 90.1,01 seals Q9 Set casing 300,06el grade using one 01 the adivstmeld slots Remove bolls ripen completion or paving SUDAS QIOWADOT lwal•r FIGURE 6010.601 STANDARD ROADPLAN SW -601 CASTINGS FOR SANITARY SEWER MANHOLES CASTING TYPE 2 NOTE: COMPUES WITH AASHTO M306. MEETS LOADING REQUIREMENTS OF HS -25. MADE IN THE USA. QUAUFIES FOR "LEED. CREDITS. COMPONENT NOS.: FRAME 1642-2310, UD 1642-0239 MATERIAL: FRAME -CAST GRAY IRON ASTM A-48, CLASS 40A UD-CAST GRAY IRON ASTM A-48. CLASS 35B FINISH: FURNISHED UNPAINTED AS STANDARD CAG CIL 11ATE 112/2013 SCALE 1/8 -1 a.. a's *NZ R-1642 FRAME AND LID NEE - NA IZVI MOM t �sxlar 4nw www.neenahfoundry. corn PHONE: 1-800-558-5075 1642421 OA1 REVISION PROJECT DATE DRAWN BY POD DESIGNED BY: CRC CHECKED BY CRC FE DATE. Yrodnndxr- July T. Fa 11Ob}7 PEE 6.1100010 lxepunvYrGYDOK:amW ten DoeamrMn1DA790YB0stMEFALEHEEXSties MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorr IA 52722 15631445-3501 www,msa-ps.soon JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE 8 CITY OF PANORAMA PARK SCOTT COUNTY, IOWA DETAILS FO A.04 Refer to SW -514 for boxout details Back of Curb ? SW -603 Type R Casting Form Grade 1F R -2;r Diagonal Bar (tYP ) Depth Lowest Flowline Pose 4b2 a SECTION A -A 4b1 Short Wall 2%0" 3'-O )ustri ent Rings Precast Beam 4w1 Wall Height 8" min B" min. Class I Bedding Material 0 Install four #4 diagonal bars at all pipe openings Cast -in -place base shown If base is precast integral with walls, the footprint of the base is not required to extend beyond the outer edge of the walls. 03 12 inch minimum wall height above all pipes Location Station (Back of Curb) 3`-0' Short Wall 2' 0" [ II L Long Wall T -E.. PLAN 1,h`- SUDAS IAIOWADOT FIGURE 6010,505 STANDARD ROAD PLAN SW -505 2•ZT • 010 er-.xoeA ra DOUBLE GRATE INTAKE TWO EDGES TO BE PARALLEL TO ROADWAY TWO EDGES TO BE PERPENDICULAR TO ROADWAY RECTANGULAR BT -T or 'BT -5' Joint HMA Overlay Existing PCC Pavement 'B' or 'E' Joint 5' 0' SECTION A -A (For three-piece foaling casting) f B" M Jf Adjustment Ring SECTION A -A (For two-piece fixed casting) CIRCULAR Existing PCC 'BT -3' or Pavement 'BT -5' Joint HMA Pavement Construct boxout with Class C concrete Minimum 2 inches dear on reinforcement Center casting within boxout area 0 4 foot B inch (typ ) #4 bar. Place at mid -slab QIf boxout is constructed prior to placement of HMA overlay or final lift of HMA pavement, boxout may be constructed low, with a 'B' joint in place of the 'E' joint, and then final lift or overlay placed Q Apply tack coat ® #4 hoops (variable length) Place al mid -slab. PCC MANHOLE APRON (PANORMA PARK ONLY) SUDAS GIIOIIYAOOT in 0880E 7070.701 STANDARD MORAN PV -201 I MANHOLE BOXOUTS IN HMA PAVEMENT AND HMA OVERLAYS wrr.eex JO L 132HS 14000E0B 3LIf101d I I. I. Eon sws noel 10' min. A 50' to 100' Br Her Space (optional) Alternate 1 <( ?' i A -j 1 Rater to Figure 8030 101 for symbol key and sign spacing Alternate 1 Use of Altemale 1 is restricted to low -speed roadways with good sight distance (paved or unpaved) during daylight hours Traffic may be self-regulating when the work space is short and drivers can see the roadway beyond Use one or two flaggers when valor vehicle traffic cannot effectively see -regulate 4- F —, 7 WW1 SP1Wel IoAbOrUffyr- . 16' 50' to 100' 50' It, IMP Alternate 2 Alternate 2 Use of Alternate 2 is restricted to roadways where average daily traffic is fewer than 400 vehicles and good sight distance exists Do not use within 2,500 feet of a similar work sde May be used for ovemighl closures During non -working hours remove materials, equipment, or stockpiled waste and RI or cover excavations { :4 New I1•9-17.17 SUDAS 8030 ,104 SUDAS Standard Specifications LANE CLOSURE ON LOW VOLUME STREET (SELF-REGULATING) - C, 57 N =C -V L PC_,E'H- Lt — 7 F1,41 ?' l.. :rs b- 1.117 roJF1—, • ',NA HClj- AR_A '.01St . _-PA,e ;;,1_ ,�' (IVY- EVE?', -, ,9 -re Sc llbnr. a,:.0 •upgaw. III' vfw. .0 enrol .% ❑r,, N,ur - h,e- ad. Tz Aw' R. ` Fllr:-13F rwt x atwikn R� tat 4 ft, 169-.1 v 0 Ste -:i1Sin NOTE SIGN NOT REQUIRED IF THERE IS ONLY ONE SUBCONTRACTOR Main:air ire r0 ','vvry curS'rI.: rcut,,.l lardi:::c J'a niuce rewving mA r nnF'r' d,ry mA rr[,rn,ntl Fon .,,1 be inr,,J e, ,n nnd,:-nc , o oon OF, :,:r eurvwl oxcnes lea-e'ires 1,1 b vde ,, o.e steel in Fc-c „n „-.F xS TLf,'PCPI•R • CON CRC -IC I I -AC I I ° — SHAY,/ DRAWN BY: PDO DATE REVISION BV PROJECT DATE: DESIGNED BY: CRC CHECKED BY: CRC PLOT DATE Wetln0n/il, AVT.IPLe 1: 06.56PM. 0110t105T4T10Fr4o/RICADO1Caegrypen Docemrrdsidea74O7i OENEs1AL SIEETS_rpry MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2111 State Street. Settenderf IA 32222 {5631445.3501 www.rnso'ptLeam MISAProlesaional ...roe., Inc JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA DETAILS PROJECT NO AN05 Dowel hRI.— i:y0 'ED' Jnlnt Back of Curb F rlrn, Grade 11 PROJECT DATE: SHEET DRAWN BY: P00 DESIGNED BY: CRC CHECKED BY: CRC Hack of Cult) Intake Grate (tip i tl 11 h e I p 11 11 � It R n y R VI ima R II II II u n n I R n II II _ tl 1 p U A II k n 1 II II .have:,N::. .a: mr@vm ...stamens:. .,. .� . ra.. .. . ,.as ..�0 ..��. �.. az Bars G 12'oc Normal Crow, or S:reet SECTION A -A DATE Hoxout I ength 15'-C' Typical LENGTH IS GREATER THAN 15' BOXOUT IN PCC PAVEMENT AND PCC BASE WITH HMA OVERLAY WIDTH IS GREATER THAN 12" REVISION en = — - 'ED Joint - 2" Clear ;typT lransverb9 Intel spaCIng on new cane ste pavement Is controted by the iA'ake bixoul Adjust adjacent joint spacingas required to a+xommoda:a boxaut9.. For retrofit intakes, match existing concrete pavement joints Stop any transverse pavement joints that do not conform to the minimum sparing requirements at the edge of the boxout. (1) Center bars vertically within slab- = SUDAS FIGURE 6010514 MSA QIOWADOT STANDARD ROAD PLAN BOXOUT FOR GRATE INTAKES SW -514 ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Rettendorf IA 52722 15631 445-3501 www.rose-ps cam TYPE E Two-piece fixed casting Flange(tir, ) 26" win iT' min. TYPICAL SECTION JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE 8 CITY OF PANORAMA PARK SCOTT COUNTY, IOWA TYPE F: HMA Three-piece floating casting for use in HMA paving 26 24 min cleat opening --. — '45" Kill TYPICAL SECTION Frame Notes: Size spacing, and number of lugs and flanges may vary. Cover Notes: Roughness pattern and text style may vary. Minimum one plckhole. Anchor the lower frame of all three-piece castings to the manhole structure. When specified in the contract documents, anchor the frame of two-piece castings to the manhole structure. If casting frame does not Include anchor holes or slots, drill four 7/8 inch diameter holes, equally spaced around me frame. 2j Casting height varies. Minimum adjustment range of 4 Inches. FIGURE 6010402 STANDARD ROADP151 SW -602 CASTINGS FOR STORM SEWER MANHOLES AneIrer colt DETAILS 10876079 0 °ATEWhy. Sty 7.2ttlI r..6a. 35 PM, G.,1N1B6rd1106MJS,CAfoiCmuuaaeoweKenter0ilear1 OENERML SKEET B del O A.06 PROJECT DATE: DRAWN BY: POD DESIGNED BY: CRC NO ( DATE CHECKED BY: CRC L 'WOrwa..Y..;: / r rat 1:13 IPM, GimatlR1067FUIWCASDlCnn' FAA RAenmW Service.. Inc REVISION a. vuccon OcamrnnndS/CDS PIANly RON WAR JIq BY P�J MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorf IA 52722 (563) 445-3501 www.msa-ps corn JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA RIVERDALE SANITARY SEWER MAP PROJECT NO 10876079 SHEET A.07 NO. DATE REVISION i PROJECT DATE. DRAWN BY POD DESIGNED BY: CRC CHECKED BY CRC N p40r LIME NxManstey,9ery 7, 7OSE 6e:13PN OU01106 81108713070 :NPO6Ottot WnBR DauvnnnntwBcwp r�J MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorf IA 52722 (563) 445-3501 www.msa-ps com JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA PANORAMA PARK SANITARY SEWER MAP A MiNT4t ea 10876079 A.08 PROJECT DATE: DRAWN BY: PDO DESIGNED BY: CRC CHECKED BY CRC NO DATE PLO! Mil E- W ana.e.r. My 7. DB7t Oa di PM astmteezettaO raaracAuOc wt.a,enoesmamnwnp Rio M REVISION pY 1S 1210HS MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorf IA 52722 (563)445-3501 www.msa-ps.com FRAME IS OFFSET JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA PANORAMA PARK SANITARY SEWER MAP B 10876079 A.09 p. PLEASANT VALLEY HIGH SCHOOL ii) 7.r1 .isi WI 114141id" 68: STA 2+48 MH- MH DEPTH = 11.7 FT 111!"1111248 LF 8" DIA. VCP MH-69 TO MH-68: 248 LF CIPP, 8" END SEAL, 8" - 2 EA PROJECT DATE: Flat RAM WB4T 4 p, .JT1. X-2: STA 0+00 MH DEPTH = 13.5 FT STA 0+31: INFILTRATION, CG AND ENCRUSTATION REMOVAL NO DRAWN BY: PDO DESIGNED BY: CRC CHECKED BY: CRC D DATE STA 0+41: INFILTRATION, AND ENCRUSTATION REMOVAL STA 0+81: INFILTRATION, AND ENCRUSTATION REMOVAL I I:BB BT AN. G 1WIDBT4"4NIBMCADOWANUNNm D NuaserBK iRTAB7B P Et TS REVISION PLEASANT VALLEY HIGH SCHOOL FOOTBALL STADIUM STA 0+72: ENCRUSTATION REMOVAL 196LF8..DIA vcip 186LF8"DIA.VCP} X-3: STA 1+96 = STA 0+00 MH DEPTH = 15.05 FT STA 1+32: ENCRUSTATION REMOVAL STA 1+11: INFILTRATION KIDJECT 10876079 MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING j ENVIRONMENTAL 2117 Sine Sfreel,. Bel[andnT IA 52722 15531445.3181 www.msa-pf.com P Nut STA 0+16: ENCRUSTATION REMOVAL STA 0+21: ENCRUSTATION REMOVAL STA 0+31: INFILTRATION, AND ENCRUSTATION REMOVAL X-4: STA 1+86 MH DEPTH = 18.6 FT (SEE SHEET M.02) JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA X-2 TO X-3: 196 LF CIPP, 8" CHEMICAL GROUT - 1 EA ENCRUSTATION REMOVAL - 5 EA END SEAL, 8" - 2 EA X-3 TO X-4: 186 LF CIPP, 8" ENCRUSTATION REMOVAL - 3 EA END SEAL, 8"- 2 EA SANITARY SEWER REHABILITATION STA 0+51: MATERIAL CHANGE FROM CI TO VCP X-4: STA 0+00 MH DEPTH = 18.6 FT (SEE SHEET M.02) 0 10 20 40 STA 1+21: INFILTRATION 51 LF 8" DIA. CI 336 LF 8" 01k VCP STA 1+66: INFILTRATION, CG AND ENCRUSTATION REMOVAL STA 1+81: INFILTRATION, CG [STA 1+96: INFILTRATION, CG STA 2+06: INFILTRATION STA 2+36: INFILTRATION STA 2+41: INFILTRATION STA 2+86: INFILTRATION, CG STA 2+95: INFILTRATION, CG STA 3+10: INFILTRATION, CG STA 3+30: INFILTRATION, CG STA 3+40: INFILTRATION, CG STA 3+50: INFILTRATION, CG X-5: STA 3+86 MH DEPTH = 16.6 FT PLEASANT VALLEY HIGH SCHOOL PRACTICE FIELD X-4 TO X-5: 386 LF CIPP, 8" CHEMICAL GROUT - 9 EA ENCRUSTATION REMOVAL - 1 EA END SEAL, 8" - 2 EA PROJECT DATE. PLOT DATE. RU CAM DRAWN BY: PDO DESIGNED BY: CRC CHECKED BY: CRC ■ REVISION 1uy 7.71@71 IEOM) PM R5Mr1BF1bdIH7FPTVG^^--..--d'"`-" Onrumntf11Gi7bBro REPNR SHEEET:sfoq X-5: STA 0+00 MH DEPTH = 16.6 FT BY STA 1+25: MATERIAL CHANGE FROM CI TO VCP STA 1+44: INFILTRATION STA 1+74: INFILTRATION, CG STA 1+95: INFILTRATION, CG AND ENCRUSTATION REMOVAL STA 2+09: INFILTRATION, CG AND ENCRUSTATION REMOVAL ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorf IA 52722 (563) 445-3501 www.msa-ps.com MSA PLEASANT VALLEY HIGH SCHOOL PRACTICE FIELD STA 1+55: INFILTRATION, AND ENCRUSTATION REMOVAL STA 2+19: INFILTRATION, AND ENCRUSTATION REMOVAL JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA X-6: STA 2+84 MH DEPTH = 15.1 FT X-5 TO X-6: 284 LF CIPP, 8" CHEMICAL GROUT - 3 EA ENCRUSTATION REMOVAL - 4 EA END SEAL, 8" - 2 EA SANITARY SEWER REHABILITATION 10876079 R-02 r . r X-7 (SEE SHEET M.02) TO PLEASANT VALLEY HIGH SCHOOL •f F X-6: STA 0+00 MH DEPTH = 15.1 FT - * E7-11 (SEE SHEET M.02) STA 0+39: INFILTRATION, AND ENCRUSTATION REMOVAL f '"`+•$'.1* ---,N 4 t Ltd STA 1+25: INFILTRATION, CG AND ENCRUSTATION I /?�E� REMOVAL i 0 o t STA 1+30: ENCRUSTATION STA 0+59: INFILTRATION, CG REMOVAL L AND ENCRUSTATION REMOVAL `- STA 0+72: INFILTRATION, CG AND ENCRUSTATION REMOVAL TO SCOTT COMMUNITY COLLEGE -\•••;* STA 0+80: ENCRUSTATION REMOVAL .: .. ILL X-6 TO E7-12: 0 10 20 ,10 E7-12: STA 1+36 MH DEPTH = 14.3 FT 136 LF CIPP, 8" CHEMICAL GROUT - 3 EA (SEE SHEET M.02) ENCRUSTATION REMOVAL - 6 EA `, ,, _.,.._dh, END SEAL, 8" - 2 EA al STA 0+80: CUT ROOT WAD'- -- TO PLEASANT VALLEY HIGH SCHOOL STA 0+75: CUT ROOT WAD Li STA 0+69: CUT ROOT WAD Er w - ua —I -J E7-11: STA 0+00 MH DEPTH = 8.65 FT U (SEE SHEET M.02) E7-10: STA 3+63 MH DEPTH = 10.9 FT 361 LF 8" DIA. VCP T TO SCOTT COMMUNITY COLLEGE '' STA 3+51: CUT ROOT WAD STA 1+32: CUT ROOT WAD _ } _ . STA 1+73: CUT ROOT WAD . ' E7-11 TO E7-10: tl 1 2 ....... ` 363 LF CIPP 10" CUT ROOT WAD - 6 EA END SEAL, 10" - 2 EA • ._ "a DATE REVISION BY JOINT SANITARY SEWER REHABILITATION PROJECT CITY CITY OF RIVERDALE & CITY OF PANORAMA PARK COUNTY, IOWA SANITARY SEWER REHABILITATION "° $" 10876079 PROJECT DATE: DRAWN BY: PDO ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL DESIGNED BY: CRC al 2117 State Street, Bettendorf IA 52722 �.0 R.03 CHECKED BY: CRC ■ 563)4-15-3501 Www.msa-ps corn 1.1.01 DATE' Rl�wdly. JdE Y,ip)1S:M..:stM+,Ll:f]Pn 95i19!leYtG6G1@Dttanm�Cren EbemKrgN9CSINN9 AEAl11A81#ETS d.g � eMu �,ism�., nm�we m. SANITARY LATERALS PREVIOUSLY PLUGGED WITH GROUT TO BE ABANDONED BY CIPP (TYP.) STA 2+19 GROUTED LATERAL M13898: STA 2+42 STA 1+77 GROUTED LATERAL STA 1+09 GROUTED LATERAL STA 0+67 GROUTED LATERAL STA 0+16: ACTIVE LATERAL fA 0+04 GROUTED LATERAL M13899: STA 3+00 = STA 0+00 SANITARY LATERALS PREVIOUSLY PLUGGED WITH GROUT TO BE ABANDONED BY CIPP (TYP.) STA 2+25 GROUTED LATERAL STA 1+59: ACTIVE LATERAL STA 1+37 GROUTED LATERAL STA 1+30 GROUTED LATERAL STA 0+67 GROUTED LATERAL 300 LF 12" DIA. CI NOTE: BADLY TUBERCULATED M13900: STA 3+12 = STA 0+00 SANITARY LATERALS PREVIOUSLY PLUGGED WITH GROUT TO BE ABANDONED BY CIPP (TYP.) STA 2+17 GROUTED LATERAL ErA "k GR::}I_: TED LAFERAL STA 0+73 GROUTED LATERAL &TA 0+09 GROUTED LATERAL M13901: STA 0+00 M13901 TO M13900: 312 LF CIPP, 12" BY-PASS PUMPING - 1 EA END SEAL, 12" - 2 EA M13900 TO M13899: 300 LF CIPP, 12" REINSTATE LATERAL - 1 EA GROUT LATERAL - 1 EA BY-PASS PUMPING - 1 EA END SEAL, 12" - 2 EA M13899 TO M13898: 242 LF CIPP, 12" REINSTATE LATERAL - 1 EA GROUT LATERAL - 1 EA END SEAL, 12" - 2 EA BY-PASS PUMPING - 1 EA O DATE REVISION BY PROJECT DATE: DRAWN BY: POO DESIGNED BY: CRC CHECKED BY: CRC ■ PLor GATE: Vider00210T 1177, 20211' OT00YN, GISRI A/76SIBATGOTPd.ADQICenWiutl&Bn OoQImsnbU10I7IO7a REPA1RWIEEYSO,1q P�J MSA ENGINEERING I /LACER f SOT LIRE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 21!? Stile SuPEL DKtLynelt ! IA S2722. IS531445-3501 Www,msa•pl.mm JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA SANITARY SEWER REHABILITATION A 10876079 SHEET R.04 PLEASANT VALLEY HIGH SCHOOL PRACTICE FIELD E7 -13A i E7-13 TO PLEASANT VALLEY HIGH SCHOOL MANHOLE # PAY ITEMS NOTES MH-67 MANHOLE ADJUSTMENT MINOR EXTERIOR CHIMNEY SEAL STRIP, SALVAGE, & SPREAD TS, 6" TYPE 1 SEEDING 1 EA TOTAL HEIGHT OF NEW CHIMNEY = 1.8 FT 2.5 SY 3 SY E7-13 MANHOLE ADJUSTMENT MINOR STRIP, SALVAGE, & SPREAD TS, 6" TYPE 1 SEEDING 1 EA 2.5 SY 3 SY E7 -13A MANHOLE ADJUSTMENT MINOR FURNISH CASTINGS TYPE 2 CLEAN MANHOLE INVERT EXTERIOR CHIMNEY SEAL STRIP, SALVAGE, & SPREAD TS, 6" TYPE 1 SEEDING TOTAL HEIGHT OF NEW CHIMNEY = 2.3 FT 1 EA 1 EA 1 EA 2.5 SY 3 SY NO DATE REVISION BY PROJECT DATE ❑RAWN BY POO ❑ESIGNED BY CRC CHECKED BY CRC PLOT DATE. VILOnealsy. JA f. EMI 1 or nl YM, Cs 11011YET1111REi RBrPICLECACbnYn AR RI t1O* T17N DERMA SHEETS ' E P�J MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorf IA 52722 (563) 445-3501 www.msa-ps cam JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA SANITARY MANHOLE REHABILITATION LWONG, nil 10876079 R 05 PLEASANT VALLEY HIGH SCHOOL PRACTICE FIELD MANHOLE # PAY ITEMS NOTES TO PLEASANT VALLEY HIGH SCHOOL f TO SCOTT COMMUNITY COLLEGE I E7-12 X-4 E7-12 MANHOLE ADJUSTMENT MINOR 1 EA FURNISH CASTING TYPE 1 1 EA EXTERIOR CHIMNEY SEAL TOTAL HEIGHT OF NEW CHIMNEY = 1 65 FT ONSITE TOPSOIL, 6" 2 5 SY TYPE 1 SEEDING 3 SY MANHOLE ADJUSTMENT MINOR FURNISH CASTING TYPE 1 EXTERIOR CHIMNEY SEAL MANHOLE JOINT SEALING SPEC ONSITE TOPSOIL, 6" TYPE 1 SEEDING 1 EA 1 EA TOTAL HEIGHT OF NEW CHIMNEY = 2.2 FT 1 EA- LEAK IN JOINT AT ABOUT ONE HALF OF THE MH DEPTH 2.5 SY 3 SY X-7 MANHOLE ADJUSTMENT CLEAN MANHOLE INVERT EXTERIOR CHIMNEY SEAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING E7-11 MANHOLE ADJUSTMENT EXTERIOR CHIMNEY SEAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING TOTAL HEIGHT OF NEW ADJUSTMENT RINGS = 1.75 FT 1 EA TOTAL HEIGHT OF NEW CHIMNEY = 3.85 FT 4 SY 5 SY TOTAL HEIGHT OF NEW ADJUSTMENT RINGS = 1.25 FT TOTAL HEIGHT OF NEW CHIMNEY = 1.75 FT 2.5 SY 3 SY 010 DATE. REVISION BY PROJECT DATE: DRAWN BY PDO DESIGNED BY: CRC CHECKED BY: CRC PLOT CATE W.arl.Wy. JAR V. MI 4763 PA. A 4TaRfrBRRaeTaOTaCA CBA Ie- n Daaa.WKIp6TRRt1 REPAIR R AllwQ ENGINEERING I ARCHITECTURE I SURVEYING j/lF/N//�✓ m sA FU PLAN G M 2117NDING State Street,N Not IA 52722ENTAL (563) 445-3501 Www msa-ps corn 0 NSA Prole.unalSenr.ce5 Inc JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA SANITARY MANHOLE REHABILITATION •...ie. Yn 10876079 .ser R_06 MANHOLE # PAY ITEMS NOTES E7 -3A MANHOLE ADJUSTMENT MINOR EXTERIOR CHIMNEY SEAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING TOTAL HEIGHT OF NEW ADJUSTMENT RINGS = 0.75 FT TOTAL HEIGHT OF NEW CHIMNEY = 2.95 FT 2.5 SY 3 SY E7 -3B MANHOLE ADJUSTMENT MINOR MANHOLE JOINT SEALING SPEC DO NOT REMOVE EXT'S ADJUSTMENT RINGS SEAL JOINTS BETWEEN ADJUSTMENT RINGS AND BETWEEN ADJUSTMENT RING AND CONE - 5 EA E4 -11A MANHOLE ADJUSTMENT MINOR EXTERIOR CHIMNEY SEAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING TOTAL HEIGHT OF NEW ADJUSTMENT RINGS = 0.25 FT 1 EA 2.5 SY 3 SY E4-11 MANHOLE ADJUSTMENT MINOR EXTERIOR CHIMNEY SEAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING TOTAL HEIGHT OF NEW ADJUSTMENT RINGS = 0.17 FT TOTAL HEIGHT OF NEW CHIMNEY = 1.41 FT 2.5 SY 3 SY E4-10 MANHOLE ADJUSTMENT MINOR EXTERIOR CHIMNEY SEAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING TOTAL HEIGHT OF NEW ADJUSTMENT RINGS = 0.17 FT TOTAL HEIGHT OF NEW CHIMNEY = 1.27 FT 2.5 SY 3 SY NO DATE PROJECT DATE: DRAWN BY: P00 DESIGNED BY: CRC CHECKED BY: CRC 4 PLOT DATE 7. EDO BE. ST PAL (IIIOU TS91.INI E1BICoLIOICenee, en OowMnr.n AT IF4OF$ REPAIR 0T REVISION MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorf IA 52722 (563) 445-3501 www.msa-ps.com MSA v asstia.a Se*, Inc JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE 8 CITY OF PANORAMA PARK SCOTT COUNTY, IOWA SANITARY MANHOLE REHABILITATION PROJECT NO_ 10876079 SNEET R.07 E4-4 E4 -4A E4-3 E4-1 E1-4 r MH-53 MH-53A :p 30 64 120 Lea l E1-14 MANHOLE # PAY ITEMS NOTES E4-5 MANHOLE JOINT SEALING SPEC LEAK IN MH BARREL JT ABOVE DOWN STREAM SEWER ABOUT 4 FEET BELOW GRADE E4-2 MANHOLE JOINT SEALING SPEC LEAK IN MH BARREL JT ABOVE DOWN STREAM SEWER ABOUT 4 FEET BELOW GRADE E1-4 MANHOLE ADJUSTMENT MINOR FURNISH CASTING TYPE 1 EXTERIOR CHIMNEY SEAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING 1 EA 1 EA TOTAL HEIGHT OF NEW CHIMNEY = 2.7 FT 2.5 SY 3 SY MH-52 MANHOLE ADJUSTMENT MINOR FURNISH CASTING TYPE 2 CLEAN MANHOLE INVERT EXTERIOR CHIMNEY SEAL TYPE 1 SEEDING 1 EA 1 EA 1 EA TOTAL HEIGHT OF NEW CHIMNEY= 2.7 FT 3 SY NO DATE REVISION BY PROJECT DATE: DRAWN BY: P00 DESIGNED BY: CRC CHECKED BY: CRC 01 -OT DATE: WwfrA A, my 7.2021 1.0712 FNA, 6TURI r8AC9760>1wC 1Nu n PocumenmIcumari REAM •BTEETD.tlwp MSA ENGINEERING I ARCHTT ECTURE j $IJRVEYING 7LPNOING I PLANNING I ENVIRONMENTAL 2117 State SIreeT, eetlendaff IA 12722 [§Bi1445-3501 Ynww.TII . 4.Tafn JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA SANITARY MANHOLE REHABILITATION PROJECT NO 10876079 SHEET ROB 665 660 655 650 645 640 635 630 625 Lr 7' SS 100+00 MODIFIED 0+50 5TA 813: OFF w w 2 -Ss 101+00 1+00 1 A-rreyn O_, 8181+1.1 on OFF 1 .20'8 070 0 60'F 12" DIA. CONCRETE PIPE 100+00 100+25 100!50 100+75 101+00 S1„ 1 y 5& ORF 1, 00`R IA 1,52 17 6117V, 1+50 ss STA 1 ' 0.1 01 OFF 7 ,6 1 S `TA 1 .1 OFF 1 REMOVE STORM SEWER, 12" - 3.5 FT PIPE REMOVAL, 12" - 3,5 LF 102+00 2+00 I 17 5182,.1.1 '117 081-77''2 STA .5 ,i4 Co OFF 7 21, 101+25 101+50 101+75 102+00 102+25 102+50 -�� — 103+00 2+50 3+0p CENTERLINE EXISTING GROUND PIPE REMOVAL, 12" - 3.5 LF 7-3-_ h.1 088 if 17'18 ASS 12" DIA. CONCRETE PIPE z s, 104+00 3+50 4+0p REMOVE STORM SEWER, 12" - 3.5 FT 4+50 12"Ss- 3(A4129+101 17'8 O F '' 0 10 20 40 I SAWCUT BREAKOUT LINE - 36 LF 001-_ AVEMENT REMOVAL - 32 SY 1p5+00 00 STRUCTURE REMOVAL -1 EA sy 21-0:1.-17 GI '3812 7 l r-gnir4 5 0082008 121NRCP -562LF@6.26% 1021+75 1031+00 103+25 103+50 103+75 SAWCUT SEWER ON THE OUTSIDE OF THE EXIST11NG INTAKE STRUCTURE 665 121NRCP -380LF@6.69% EXT'G INTAKE STA.= 105+56.26 RIM = 631.07 12" RCP I.E.(N) = 628.72 12" RCP I.E.(S) = 628.72 STRUCTURE REMOVAL -1 EA SAWCUT SEWER 014 THE OUTSIDE OF THE EXISTIING INTAKE STRUCTURE +00 104+25 104150 104175 105+00 105125 1051+50 1051+75 660 655 650 645 640 635 630 625 106+00 RD DAIS R0VLSION BY PROJECT DATE: DRAWN BY: POO DESIGNED BY: CRC CHECKED BY: CRC PLOT DATA: Weer.tady. July P. 2121114 IQPN_ D11 D,rpeTABOO oBMICADDlC7rn1o010CNCcrlept SMARM Shp J5MSA ENGINEERING 1 ARCHITECTURE 1 SURVEYING F11HV]ING 1 PINYNNG 1 €NVIIIONMENEAI 0114 51M16 S01 el, Setlen0orl IA 57422 1563/ 445-3501 www.rsf,1 inAoPn 0 AISA Professional ',e.g.. Inc JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA MANOR DRIVE STORM SEWER DEMOLITION PLAN PROJECT NO 10876079 44 ET R.09 655 650 645 640 635 630 625 100+00 MODIFIED 101+00 1+00 5I41,14.00 OFF F 0016 Ui-I. 71 i f'Id 12" DIA. CONCRETE PIPE 200 LF CIPP. 12" STA:1 , 82 17 OFF 00716 STA 177858 OFF 72F1 STA 1 •d5 83 OFF r 7516 CONSTRUCT STM MH, 4' DIA (DOG HOUSE) 103+00 3+00 STAEy HA.1: OFF 750'1: AlA 279-I 00 U:,F 7 71'66 STM MI -I, 4' DIA. - 1 EA RIM EL = 657.70 EXTG FL EL = 651.00 +/- PLACE EARTH AROUND NEW MH W/ MAX SLOPE = 10 HORZ. TO 1 VERT. BORROW - 22 CY \ �I ONSITE TOPSOIL, 6"-64SY TYPE 1 SEEDING - 70 SY INEW MANHOLE STAj 3t 00 OFF 30716 WATER MAIN CENTERLINE EXISTING GROUND' 12" DIA. CONCRETE PIPE 207 LF CIPP, 12" CONCRETE WASHOUT T8,11TT7 UII pFS F5 STA:3,880 OFF 20 CONSTRUCT STM MH, 4' DIA (DOG HOUSE) [NEW MANHOLE BASE STM MH, 4' DIA. - 1 EA RIM EL = 643.70 EXT'G FL EL = 638.40 +1 SW -505 INTAKE I.E. = 627.33 GUTTER FL = 631.25 I SW -514 PAVEMENT, 8" - 16 SY 1i.'r7+rir'r 4+5p GRANULAR SUBBASE MATERIAL, 10" -18.7 SY 12"SS TA 4,29 GO 17.16 5!:1.070 liq O'F I • • PLACE EARTH AROUND NEW MI -I W/ MAX SLOPE = TO HORZ TO 1 VERT. BORROW - 22 CY ONSITE TOPSOIL, 6" - 72 SY TYPE 1 SEEDING - 75 SY I EXT'G 12IN RCP - 562 LF @ 6.26 157 LF CIPP, 12" STM MH, 5' DIA -1 EA EXT'G 121N RCP - 380 LF @ 6.69% STM MH, 5' DIA- 1 EA RIM EL = 633.60 N.I.E. = 628.80 S.I.E. = 628.80 E.I.E. = 627.13 BTM OF MH = 625.13 PLACE EARTH AROUND NEW MH W/ MAX SLOPE 10 HORZ. TO 1 VERT. BORROW -11 CY ONSITE TOPSOIL, 6" - 39 SY TYPE 1 SEEDING - 43 SY STORM SEWER, 12"-10LF OFF 2 0012 ...."1" 665 660 655 650 645 640 635 630 625 100+00 100+25 100+50 100+75 1011+00 101T+25 101150 101+75 102100 10 +2 25 1021+50 1021+75 1031+00 1031+25 1031+50 1031+75 1041+00 104[1-25 104+50 104} 75 1051+00 1051+25 105{ 5fl 1051+75 1061+00 D DA HERIS1ON BY PROJECT DATE: DRAWN BY: PDO DESIGNED BY: CRC CHECKED BY: CRC PLO/ BATE Wednwwf, J'✓17. 20Sr 5720PM. G SICu01PAuW paneocAoricao,, MSC.%Co"aKt StedN So liPJn MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorf IA 52722 (563) 445-3501 www,msa-ps corn 0 MS, NofessIonelSars.s Inc JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE 8 CITY OF PANORAMA PARK SCOTT COUNTY, IOWA MANOR DRIVE STORM SEWER REHABILITATION PLAN PROJECT NO 10876079 SHEET R.10 MH12832: STA 0+00 MH DEPTH = 7.0 FT STA 0+02: CUT ROOT WAD STA 0+77: LATERAL CUT ROOT WAD IN MAIN AND AT LATERAL ENTRANCE 314 LF 8" DIA. VCP MH12826: STA 3+12 MH DEPTH = 7.3 FT (SEE SHEET P.05) STA 1+77: LATERAL CUT ROOT WAD IN MAIN STA 1+99: INFILTRATION, CG STA 2+04: CUT ROOT WAD STA 2+09: LATERAL STA 2+12: CUT ROOT WAD STA 2+17: CUT ROOT WAD STA 2+21: CUT ROOT WAD, INFILTRATION. CG STA 3+12: REMOVE ACCUMULATED GRIT AND SEDIMENT MH12832 TO MH12826: 314 LF CIPP, 8" CHEMICAL GROUT - 2 EA CUT ROOT WAD - 7 EA REINSTATE LATERAL - 3 EA GROUT LATERAL - 3 EA END SEAL, 8" - 2 EA PARK AVENUE STA 0+92: LATERAL 0 10 20 40 PROJECT DATE DRAWN BY. PDO DESIGNED BY: CRC CHECKED BY CRC PLOT DATE W6 AnUUY,. JJy r, EW I :or. ZB PAI, 6.1181 1 STA 2+04: LATERAL MH12826: STA 2+64 MH DEPTH = 7.3 FT (SEE SHEET P.05) HO OA FE ,..rtnanumen1511.49.290112REPAiR SHEETS dwp 264 LF 8" DIA. VCP BT Apt STA 0+08: INFILTRATION, CG STA 0+13: INFILTRATION, CG STA 0+30: LATERAL STA 0+48: LATERAL MSA ENGINEERING 1 ARCHITECTURE 1 SURVEYING FUNDING 1 PLANNING 1 ENVIRONMENTAL 2117 State Street, Bettendorf 1A 52722 (5631445-3501 www.msa-ps,com N H m- m STA 0+87: CUT ROOT VVAD STA 1+94: PIPE COLLAPSED. EXCAVATE AND INSERT SPOOL PIECE OF PIPE. MH12827: STA 2+15 = STA 0+00 MH DEPTH = 13.2 FT 215 LF 8" DIA. VCP STA 0+60: LATERAL CUT ROOT WAD STA 0+59: LATERAL STA 0+21: LATERAL JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA MH12827 TO MH12829: 215 LF CIPP, 8" CUT ROOT WAD - 2 EA REINSTATE LATERAL - 4 EA GROUT LATERAL - 0 EA END SEAL, 8"-2 EA BYPASS PUMP - 1 EA 11111111111k MH12829: STA 0+00 MH DEPTH = 14.2 FT (SEE SHEET P.05) • STA 0+19: LATERAL MH12826 TO MH12827: 264 LF CIPP, 8" CHEMICAL GROUT - 2 EA REINSTATE LATERAL - 4 EA GROUT LATERAL - 4 EA END SEAL, 8" - 2 EA BYPASS PUMP - 1 EA SANITARY SEWER REHABILITATION ...WK.', 'go 19924002 s,ur P.01 MH12829: STA 0+00 MH DEPTH = 14.2 FT (SEE SHEET P.05) PARK AVENUE III( It(II STA 0+44: LATERAL STA 0+89: LATERAL 184 LF 8" DIA. VCP STA 0+56: LATERAL CUT ROOT WAD STA 0+55: CUT ROOT WAD MH12830: STA 0+00 MH DEPTH = 14.9 FT STA 0+03: SEWER PIPE CRACKED MH12831 MH12829 TO MH12830: 184 LF CIPP, 8" CUT ROOT WAD - 2 EA REINSTATE LATERAL - 3 EA GROUT LATERAL - 3 EA END SEAL, 8" - 2 EA BYPASS PUMP - 1 EA AIJ. SAN .SAN SAN SA. PARK AVENUE PROJECT DATE urllirn �. . DRAWN BY PDO DESIGNED BY: CRC CHECKED BY CRC RQ MH12831: STA 4+06 MH DEPTH = 14.1 FT DATE REVISION PLOT DArK wmenl•CDy. AI} S. DD211:0724PM, CIO1104924064224042CAOPPermunNren Daew,BR1I9R21RQ2IWPHR9HESISINr STA 3+29: LATERAL 14, STA 3+57: LATERAL BY STA 2+06: LATERAL 406 LF 8" DIA. VCP STA 2+43: LATERAL STA 2+96: LATERAL ! --4411011111r► MSA I • ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorf IA 52722 (563) 445-3501 www.msa-ps.com 4. STA 1+69: CUT ROOT WAD STA 1+58: CUT ROOT WAD STA 1+40: CUT ROOT WAD STA 1+52: LATERAL REMOVE ROOT WAD STA 1+53: CUT ROOT WAD .or STA 0+86: LATERAL JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA MH13904: STA 0+00 MH DEPTH = 10.4 FT (SEE SHEET P.06) SA' MH12831 TO MH13904: 406 LF CIPP, 8" CUT ROOT WAD - 5 EA REINSTATE LATERAL - 7 EA GROUT LATERAL - 7 EA END SEAL, 8" - 2 EA BYPASS PUMP - 1 EA SANITARY SEWER REHABILITATION 19924002 SHUI P.02 PARK AVENUE PROJECT DATE: DRAWN BY PDO NrGNED 9Y CRC CHECKED BY CRC ROT DATE WeBOwd.T,,tjAJ T, 2021 1:D7 a G 119119921119924 7ItAp 91Ca1Ur Ytnn OmAnANW199IR002 PEPMfi S/EETS 4sq MH18: STA 0+00 MH DEPTH = 4.8 FT (SEE SHEET P.06) MH12715: STA 1+92 MH DEPTH = 10.2 FT (SEE SHEET P.06) TELEVISE SEWER - 250 LF MH12715: STA 2+50 MH DEPTH = 10.2 FT (SEE SHEET P.06) THIS SANITARY SEWER WAS NOT TELEVISED PRIOR TO THIS PROJECT. BASE BID IS TELEVISING AND PROVIDING A VIDEO OF THIS SEWER. IT IS ANTICIPATED THAT ADDITIONAL WORK GENERATED BY THE TELEVISING OF THIS SEWER WILL RESULT IN AN INCREASE IN THE QUANTITIES OF EXISTING PAY ITEMS. STA 0+77: LATERAL 192 LF 8" DIA. VCP STA 0+60: INFILTRATION, CG JMSA STA 0+59: LATERAL ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorf IA 52722 (563) 445-3501 www,msa-ps.com STA 0+53: ENCRUSTATION REMOVAL STA 0+27: ENCRUSTATION REMOVAL MH12714: STA 0+00 ii— MH DEPTH = 12.3 FT (SEE SHEET P.06) 5AN SAN.. ."-_Ar: SAN I STA 0+10: ENCRUSTATION REMOVAL — STA 0+11: LATERAL ci JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA MH12713 MH12715 TO MH12714: 192 LF CIPP, 8" CHEMICAL GROUT - 1 EA ENCRUSTATION REMOVAL - 3 EA REINSTATE LATERAL - 3 EA GROUT LATERAL - 3 EA END SEAL, 8" - 2 EA BYPASS PUMP - 1 EA SANITARY SEWER REHABILITATION 19924002 MANHOLE # PAY ITEMS PROJECT DATE. DRAWN BY'. PO0 DATE NOTES MH 12828 REVISION MH 12826 MANHOLE ADJUSTMENT MINOR EXTERIOR CHIMNEY SEAL CLASS 10 EXCAVATION SAWCUT BREAKOUT LINE PAVEMENT REMOVAL GRANULAR SUBBASE MATERIAL PCC MANHOLE APRON MANHOLE ADJUSTMENT MINOR EXTERIOR CHIMNEY SEAL CLASS 10 EXCAVATION SAWCUT BREAKOUT LINE PAVT REMOVAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING GRANULAR SUBBASE MATERIAL I FCC MANHOLE APRON TOTAL HEIGHT OF NEW ADJUSTMENT RINGS = 0.25 FT TOTAL HEIGHT OF NEW CHIMNEY = 2.17 FT 1 25 CY 20 LF 2.5 SY 2.8 SY 1 EA TOTAL HEIGHT OF NEW ADJUSTMENT RINGS = 0.5 FT TOTAL HEIGHT OF CHIMNEY = 1,6 FT 1.25 CY 10 LF 1.5 SY 2 SY 2 SY 2.8 SY 1 EA NOTE: LOCATION OF CONCRETE WASHOUT TO BE COORDINATED WITH OWNER. BY P�1 MSA ENGINEERING I ARCHITECTURE I SURVEYING FUNDING I PLANNING I ENVIRONMENTAL 2117 State Street, Bettendorf IA 52722 (5E3)995-3501 www.msa-ps.com JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE 8 CITY OF PANORAMA PARK SCOTT COUNTY, IOWA DESIGNED BY: CRC CHECKED BY CRC ■ Or [4ATE: WAA By. &9T P. PM, D.NM ISINSS9924002\CARD\Con Inlclion DocumenIs119924002 REPAIR 91EETS,Q1g SANITARY MANHOLE REHABILITATION 19924002 P.04 MANHOLE # 710 BATE MH 13904 MH 12715 MH 18 PAY ITEMS MANHOLE ADJUSTMENT MINOR CLEAN MANHOLE INVERT EXTERIOR CHIMNEY SEAL CLASS 10 EXCAVATION SAWCUT BREAKOUT LINE PAVEMENT REMOVAL GRANULAR SUBBASE MATERIAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING PCC MANHOLE APRON MANHOLE ADJUSTMENT MINOR CLEAN MANHOLE INVERT EXTERIOR CHIMNEY SEAL CLASS 10 EXCAVATION SAWCUT BREAKOUT LINE PAVEMENT REMOVAL GRANULAR SUBBASE MATERIAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING PCC MANHOLE APRON MANHOLE ADJUSTMENT CLEAN MANHOLE INVERT EXTERIOR CHIMNEY SEAL ONSITE TOPSOIL, 6" TYPE 1 SEEDING NOTES 1 TOTAL HEIGHT OF NEW ADJUSTMENT RINGS = 0.25 FT 1 EA TOTAL HEIGHT OF NEW CHIMNEY = 2 17 FT 1.25 CY 10 LF 1 5 SY 2.8 SY 2 SY 2 SY 1 EA 1 EA 1 EA TOTAL HEIGHT OF CHIMNEY = 1 3 FT 1.25 CY 8 LF 1 5 SY 2.8 SY 2 SY 2 SY 1 EA TOTAL HEIGHT OF NEW ADJUSTMENT RINGS = 1.25 FT 1 EA TOTAL HEIGHT OF NEW CHIMNEY = 3.08 FT 3 SY 3 SY NOTE: LOCATION OF CONCRETE WASHOUT TO BE COORDINATED WITH OWNER. PROJECT DATE: DRAWN BY PDO DESIGNED BY CRC CHECKED BY CRC ALIT WWA 7, 7071 1 07 75 PA, G11011002.01BB740071CMCBCon Irvdwn D6GmnoN1319Vi1W7 RPPHB El Poi JMSA ENGINEERING 1 ARCHITECTURE 1 SURVEYING FUNDING 1 PLANNING 1 ENVIRONMENTAL 2117 Rate Street, Bettendorf IA 52722 (563) 445-3501 www.msa-ps com JOINT SANITARY SEWER REHABILITATION PROJECT CITY OF RIVERDALE & CITY OF PANORAMA PARK SCOTT COUNTY, IOWA SANITARY MANHOLE REHABILITATION 19924002 P.04