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IP #996Project Manual For 2017 & 2018 Sanitary Sewer lining Prepared for: City of New Hope, Minnesota City Project No. 996 tv rXiL ac March 2017 Stantec Project No. 193803860 SECTION 00 01 05 PROFESSIONAL CERTIFICATIONS PROFESSIONAL ENGINEER I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Kellie M. Schlegel Date: March 24, 2017 License # 46200 END OF SECTION PROFESSIONAL CERTIFICATIONS © 2017 Stantec 1 193803860 0001 05 - 1 This Page Left Blank Intentionally SECTION 00 01 10 TABLE OF CONTENTS PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP Division 00 - Procurement and Contracting Requirements Introductory Information 0001 05 Certifications Page 0001 10 Table of Contents Procurement Requirements 00 11 13 Advertisement for Bids 0021 13 Instructions to Bidders 0031 00 Available Project Information 0041 10 Bid Form 0041 13 Bid Form Attachment A Contracting Requirements 0052 10 Agreement Form 0061 13.13 Performance Bond 0061 13.16 Payment Bond 00 72 05 EJCDC C-700 Std General Conditions of the Construction Contract (2007 Edition) 00 73 05 Supplementary Conditions SPECIFICATIONS GROUP GENERAL REQUIREMENTS SUBGROUP Division 01 - General Requirements 01 1000 Summary 01 2000 Price and Payment Procedures 01 31 00 Project Management 01 3300 Submittal Procedures 01 4000 Quality Requirements 01 5000 Temporary Facilities and Controls 01 7000 Execution Requirements Division 02 to 29 - Not Used SITE AND INFRASTRUCTURE SUBGROUP Division 30 to 32 - Not Used Division 33 - Utilities 3301 38 Pipe Rehabilitation by Cured -in -Place Pipe (CIPP) 33 08 31 Sanitary Sewer Televising, Cleaning and Inspection END OF SECTION TABLE OF CONTENTS © 2017 Stantec 1 193803860 0001 10- 1 This Page Left Blank Intentionally SECTION 00 11 13 ADVERTISEMENT FOR BIDS Sealed Bids will be received by the City of New Hope, Minnesota, in the City Hall at 4401 Xylon Avenue North, until 10 A.M., CDT, Tuesday, April 18, 2017, at which time they will be publicly opened and read aloud for the furnishing of all labor, materials, and all else necessary for the following: 2017 & 2018 Sanitary Sewer Lining - City Project No. 996 In general, Work consists of rehabilitation of approximately 10,000 feet of sanitary sewer by installing cured in-place liner. Complete digital Bidding Documents are available at www.auestcdn.corn for $20 by inputting QuestCDN eBidDoc #4943841 on the website's Project Search page. Paper Bidding Documents may also be viewed at the City of New Hope and at Stantec, 2335 Highway 36 West, St. Paul, MN 55113, (651) 636-4600. Direct inquiries to Engineer's Project Manager, Kellie Schlegel, at (651) 604-4734. Bid Security in the amount of 5 percent of the amount of the Bid must accompany each Bid in accordance with the Instructions to Bidders. The Owner reserves the right to retain the deposits of the 3 lowest Bidders for a period not to exceed 60 days after the date and time set for the Opening of Bids. No Bids may be withdrawn for a period of 60 days after the date and time set for the Opening of Bids. The Owner reserves the right to reject any and all Bids, to waive irregularities and informalities therein, and further reserves the right to award the Contract to the best interests of the Owner. Kirk McDonald, City Manager City of New Hope, Minnesota ADVERTISEMENT FOR BIDS © 2017 Stantec 1 193803860 00 1 1 13- 1 This Page Left Blank Intentionally SECTION 00 21 13 INSTRUCTIONS TO BIDDERS ARTICLE 1 - DEFINED TERMS 1.01 Terms used in these Instructions to Bidders 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. Issuing Office -The office from which the Bidding Documents are to be issued and where the Bidding procedures are to be administered. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets of the Bidding Documents in the number and for the deposit sum, if any, stated in the Advertisement for Bids may be obtained from the Issuing Office. 2.02 Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.03 Owner 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 authorize or confer a license for any other use. 2.04 Neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from Bidder's use of electronic downloadable Bidding Documents (Electronic Bidding Documents). In addition to the above items, Bidders using Electronic Bidding Documents are solely responsible for use of such documents, including, but not limited to: A. It is the responsibility of the Bidder to go to QuestCDN's Projects (www.questcdn.com), check for the presence of Bidding Documents (including Addenda), and download documents as they become available. Bidder shall regularly check QuestCDN's projects for Addenda or other additions or revisions to the Bidding Documents through the Bid Opening date, whether or not Bidder has received email notice of Addenda from Stantec or Quest CDN. Please contact QuestCDN.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration, downloading, and working with this digital project information B. It is the responsibility of the Bidder to verify the intended document size (sheet dimensions) and to verify proper colors (color, or black and white) of the Electronic Bidding Documents prior to reproduction. Bidder shall ensure that the Electronic Bidding Documents are reproduced to the correct and exact scale, and correct colors. C. It is the responsibility of the Recipient of Electronic Bidding Documents from this site to check the electronic data for computer viruses or other harmful coding. D. Bidders are subject to the Terms of Use and Limitations on Use detailed in the Bidding Documents INSTRUCTIONS TO BIDDERS © 2017 Stantec 1 193803860 0021 13- 1 ARTICLE 3 - QUALIFICATIONS OF BIDDERS 3.01 To demonstrate Bidder's qualifications to perform the Work, within 5 days of Owner's request, Bidder shall submit written evidence such as financial data, previous experience, present commitments, and such other data as may be called for below: A. Evidence of Bidder's authority to do business in the state where the Project is located. B. Evidence of genuineness of Bid and lack of collusion in conjunction therewith. 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 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1. Those reports known to Owner of explorations and tests of subsurface conditions at or contiguous to the Site. 2. Those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). Copies of reports and drawings referenced in Paragraph 4.01.A will be made available by Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02 of the General Conditions has been identified and established in Paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings. 4.02 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. 4.03 Hazardous Environmental Condition A. The Supplementary Conditions identify any reports and drawings known to Owner relating to a Hazardous Environmental Condition identified at the Site. Copies of reports and drawings referenced in Paragraph 4.03.A will be made available by Owner to any Bidder on request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.06 of the General Conditions has been identified and established in Paragraph 4.06 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings. INSTRUCTIONS TO BIDDERS © 2017 Stantec 1 193803860 0021 13-2 4.04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, other 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. 4.05 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. 4.06 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. 4.07 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; B. 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. carefully study all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified, if any, in Paragraph 4.02 of the Supplementary Conditions as containing reliable "technical data," and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Paragraph 4.06 of the Supplementary Conditions as containing reliable "technical data;" consider 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, and the Site -related reports and drawings identified in 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 any specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents; and (3) Bidder's safety precautions and programs; INSTRUCTIONS TO BIDDERS © 2017 Stantec 1 193803860 0021 13-3 F. 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; G. 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; H. 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 determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work. 4.08 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 There will be no Pre -Bid Conference. ARTICLE 6 - SITE AND OTHER AREAS 6.01 The Site is identified in the Bidding Documents. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by Owner, 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 10 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. INSTRUCTIONS TO BIDDERS © 2017 Stantec 1 193803860 0021 13-4 ARTICLE 8 - BID SECURITY 8.01 A Bid must be accompanied by Bid Security made payable to Owner in an amount of 5 percent of Bidder's maximum Bid price and in the form of a certified check, bank money order, or a Bid Bond issued by a surety meeting the requirements of Paragraphs 5.01 and 5.02 of the General Conditions. 8.02 The Bid Security of the 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. Such forfeiture shall be Owner's exclusive remedy if Bidder defaults. 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 7 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. 8.03 Bid Security of other Bidders whom Owner believes do not have a reasonable chance of receiving the award will be returned within 7 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 Provisions for liquidated damages, if any, are set forth in the Agreement. 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 5 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 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 INSTRUCTIONS TO BIDDERS © 2017 Stantec 1193803860 0021 13-5 Award is given, request apparent successful Bidder to submit a substitute, in which case apparent successful Bidder shall submit an acceptable substitute, Bidder's Bid price will be increased (or decreased) by the difference in cost occasioned by such substitution, and Owner may consider such price adjustment in evaluating Bids and making the Contract award. 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. ARTICLE 13 - PREPARATION OF BID 13.01 The Bid Form is included with the Bidding Documents. 13.02 All blanks on the Bid Form shall be completed in ink and the Bid Form 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 section, Bid Item, Alternate, adjustment Bid Unit Price Bid Item, and Bid Unit Price Bid Item listed therein. 13.03 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 corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown. 13.04 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. 13.05 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. 13.06 A Bid by an individual shall show the Bidder's name and official address. 13.07 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 shall be shown. 13.08 All names shall be printed in ink below the signatures. 13.09 The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 13.10 Postal and e-mail addresses and telephone and fax numbers for communications regarding the Bid shall be shown. INSTRUCTIONS TO BIDDERS © 2017 Stantec 1 193803860 0021 13-6 13.1 1 The Bid shall contain evidence of Bidder's authority and qualification to do business in the state where the Project is located, or Bidder shall covenant in writing to obtain such authority and 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 Bid Unit Price basis for each Bid Item of Work listed in the Bid Form. B. The total of all estimated prices will be the sum of the products of the estimated quantity of each Bid Item and the corresponding Bid 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 Bid Unit Prices will be resolved in favor of the Bid Unit Prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. D. Bids will be compared on the basis of the "Total Base Bid" and this amount will be the basis for determining the lowest Bidder. ARTICLE 15 - SUBMITTAL OF BID 15.01 Bid shall be submitted no later than the date and time prescribed and at the place indicated in the Advertisement for Bids 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 Owner's office. 15.02 The Bid shall include the entire Document 00 41 10, Bid Form. This includes all attachments listed in Article 7.01 of the Bid Form and/or all forms included with the Bid Form. The Contractor may remove or copy these sheets from the Project Manual. 15.03 The entire Project Manual should not be submitted with the Bid. 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 Bids may be withdrawn after Bid Opening only in accordance with the law. ARTICLE 17 - OPENING OF BIDS 17.01 Bids will be opened at the time and place indicated in the Advertisement for Bids and, unless obviously non-responsive, 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 Project is awarded. INSTRUCTIONS TO BIDDERS © 2017 Stantec 1 193803860 0021 13-7 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 Owner 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 If the Contract is awarded, award will be made on the basis of the lowest responsive, responsible, qualified Bidder determined by the Total Base Bid. 19.02 Owner reserves 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. 19.03 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 1 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. 19.04 In evaluating Bids, Owner will consider whether or not the Bids comply with the prescribed requirements, and such Alternates, Bid Unit Prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 19.05 In evaluating Bidders, Owner 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. 19.06 Owner may conduct such investigations as Owner deems necessary to establish the responsibility, qualifications, and financial ability of Bidders, proposed subcontractors, suppliers, individuals, or entities proposed for those portions of the Work in accordance with the Contract Documents. As a condition of its Bid, Bidder is required to waive any and all claims of whatever nature against Owner, Engineer, and their employees and agents which arise out of or relate to such investigations and statements made as a result thereof, except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. This waiver is not intended to restrict Bidder's rights to challenge a Contract pursuant to law. 19.07 If the Contract is to be awarded, Owner will award the Contract to the Bidder whose Bid is in the best interests of the Project. ARTICLE 20 - CONTRACT SECURITY AND INSURANCE 20.01 Article 5 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth Owner's requirements as to performance and payment bonds and insurance. When the successful Bidder delivers the executed Agreement to Owner, it shall be accompanied by such bonds. INSTRUCTIONS TO BIDDERS © 2017 Stantec 1 193803860 0021 13-8 ARTICLE 21 - SIGNING OF AGREEMENT 21.01 When Owner issues a Notice of Award to the successful Bidder, it shall be accompanied by the required number of unsigned counterparts of the Agreement along with 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 Owner. Within 10 days thereafter, Owner shall deliver 2 fully signed counterparts to successful Bidder with a complete set of the Drawings with appropriate identification. ARTICLE 22 - RESPONSIBLE CONTRACTOR 22.01 In accordance with Laws of Minnesota, 2014, chapter 253 (Minnesota Statutes § 16C.285), Bidders are hereby advised that the Owner cannot award a construction contract in excess of $50,000 unless the contractor is a "responsible contractor" as defined in Minnesota Statutes § 16C.285, subdivision 3. A bidder submitting a Proposal for this Project must verify that it meets the minimum criteria specified in Minnesota Statutes § 16C.285, subdivision 3, by completing the Responsible Contractor Certificate within this Proposal. Statements in the certificate must be certified by a company officer. Bidders are responsible for obtaining verifications of compliance from all subcontractors, using a form provided by the Owner. A bidder must submit signed verifications from subcontractors upon the Owner's request. A Bidder or subcontractor who does not meet the minimum criteria established in Minnesota Statutes § 16C.285, subdivision 3, or who fails to verify compliance with the minimum requirements, will not be a "responsible contractor" and will be ineligible to be awarded the Contract for this Project or to work on this Project. Bidders and subcontractors are also advised that making a false statement verifying compliance with any of the minimum criteria will render the Bidder or subcontractor ineligible to be awarded a construction contract for this Project and may result in the termination of a contract awarded to a Bidder or subcontractor that makes a false statement. ARTICLE 23 - SUBLETTING OF CONTRACTOR 23.01 REVISED 11/24/14 The provisions of MnDOT 1801 are modified as follows: For Projects in excess of $50,000, the Contractor may sublet work only to subcontractors that meet the definition of "responsible contractor" in Minnesota Statutes § 16C.285, subdivision 3. The Contractor is responsible for obtaining verifications of compliance with § 16C.285 from subcontractors using a form provided by the Owner. The Contractor must provide such verifications to the Owner upon the Owner's request. END OF SECTION INSTRUCTIONS TO BIDDERS © 2017 Stantec 1 193803860 0021 13-9 AM This Page Left Blank Intentionally SECTION 00 31 00 AVAILABLE PROJECT INFORMATION PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Technical Data. 1.02 TECHNICAL DATA A. The Technical Data is identified in the Supplementary Conditions. Bidders are responsible for their own interpretation, verification, and use of the Technical Data contained in these reports and drawings consistent with the General Conditions and Supplementary Conditions. Reports, drawings, and other information regarding the Project may be available for Bidder's review at Engineer's office. Schedule a viewing time with the Project Manager. B. Portions of reports and drawings used by the Engineer in the preparation of Bidding Documents are attached to this Section. A list of attachments to this Section include: 1. Television Inspection Reports prepared by Pipe Services. Not all pipes have supporting televising reports. Pre -televising conducted under this Contract will determine if a pipe can or cannot be CIPP lined. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION AVAILABLE PROJECT INFORMATION © 2017 Stantec 1 193803860 0031 00- 1 This Page Left Blank Intentionally PART 1 - 2017 LINING AREA TELEVISING This Page Left Blank Intentionally 1PE , T SERVICES Closed Circuit Television Inspection 1 -LQ 1 Ra-, l Ave. Shakopee, hAN 55379 952.A45.3173 Customer Pipe Segment Ref. Upstream MH_ Downstream MH Size Material Total Length New Hope 339 J E58 E57 _ 9 Vitrified Clay Pipe _ 287 Surveyor's Name_ Certificate Number Street Address Location Details Kerry Blaisdell 204-6751 49th Ave. North Direction Purpose Weather Date _Sewer Use a Length Surveyed Downstream Routine Assessment Dry _ 07/17/2012 Sanitary --287 Additional Information Map E E58 Ftg. Code Description Position Comment lap 0.0 AMH Access Point - Manhole Begin inspection. 0.0 MWL Water Level Y 40.5 DAE Deposits Attached: Encrustation 7 to 5 Mineral deposits at joint. 150.7 TFC Tap, Factory Made: Capped 10 103.2 CL Crack Longitudinal 9 Entire length of pipe section. 126.9 TFC Tap, Factory Made: Capped 10 " 153.3 TBA Tap, Break-in / Hammer: Active 2 153.3 DAE Deposits Attached: Encrustation 1 to 5 Mineral deposits at joint service. Y 202.6 TFC Tap, Factory Made: Capped 10 204.6 TFA Tap, Factory Made: Active 2 E57 245.9 DAE Deposits Attached: Encrustation 7 to 5 Mineral deposits at joint. 275.9 TFC Tap, Factory Made: Capped 10 *278.2 TFA Tap, Factory Made: Active 2 287.0 AMH Access Point - Manhole End Inspection. Generated on Tuesday, 8/7/2012 at 02:34 PM by the PipeTech® TV inspection system. IPE SERVICLSClosed Circuit Television Inspection 16ve. Shakopee, AA 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH_, Size Material _Total Length _City _of New_ o e SP342R — SS70' SS70^ 9 - _ Vitrified Clay Pipe — 194 Surveyor's Name Certificate Number Street Address Location Details L Joshua Blaisdell 04-8359 _ _ Jordan Ave N 2 to 4 Minor roots at joint. Purpose Weather Date Sewer Use Length Surveyed _Direction --tUipstream Routine Assessment_ _ Light Rain 05/28/2013 _ Sanitary 52.9_ Additional Information 2 14.1 New Hope Sanitary 2013 Roots, Medium, Joint 8 to 4 15% roots at joint SS703 Ftg, Code Description Water Level Position Comment A r • 52.9 MSA Survey Abandoned End of reverse 41.2 RMJ Roots, Medium, Joint 8 to 4 35% roots at joint 31.2 RFJ Roots, Fine: Joint 2 to 4 Minor roots at joint. 16.3 RBC Roots, gall, Connection 1 to 10 • 16.3 TFA Tap, Factory Made: Active 2 14.1 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 0.0 MWL Water Level 0.0 AMH Access Point - Manhole Begin inspection SS702 Generated on Monday, 6/3/2013 at 01:18 PM by the PipeTech® TV inspection system. IPE .SERVICES 16:Z f Ave. Shakopee, MN 55379 952.445.3173 Closed Circuit Television Inspection Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope _ SP342 SS703 SS702 _ 9 —' Vitrified Clay Pipe 194 _ Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Independence _Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry _ 05/15/2013 Sanitary _ 151.2 Additional Information New Hope 2013 SS703 Ftg. A Code Description 0.0 AMH Access Point - Manhole •0.0 MWL Water Level Y .15.1 TFA Tap, Factory Made: Active 21.7 TFA Tap, Factory Made: Active 21.7 DAE Deposits Attached: Encrustation 48.5 TFA Tap, Factory Made: Active ^60.7 TFA Tap, Factory Made: Active ..' 70.6 DAE Deposits Attached: Encrustation 85.9 DAE Deposits Attached: Encrustation ---- 94.9 DAE Deposits Attached: Encrustation Position Comment Begin inspection 2 10 7 to 4 20% deposits in service connection 10 F 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint — 104.9 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint Y 144.8 RFJ Roots, Fine: Joint 149.3 RMJ Roots, Medium, Joint 151.2 MSA Survey Abandoned 411 SS702 8 to 4 Minor roots at joint. 8 to 4 40% roots at joint Cannot get past roots Generated on Monday, 6/3/2013 at 01:17 PM by the PipeTech® TV inspection system. PIPE SERVICES Closed Circuit Television Inspection 1628 1 Ba t" Ave. Shakopee, TSN 55379 952.4.45.3173 Customer Plpe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope SP536 _ SS707 SS643_ _ t1 Vitrified Clay Pipe 393.5 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell i 04-8359 Jordan Ave Direction_ _ Purpose _ _ Weather Date _ Sewer Use Length Surveyed Downstream _ _ Routine Assessment _ Dry _ 05/15/2013 _Sanitary_ 393.5 Additional Information Nein' Hope 2013 SS707 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection v 0.0 MWL Water Level 1 36.0 TFA Tap, Factory Made: Active 10 •62.2 TFA Tap, Factory Made: Active 2 116.6 TFA Tap, Factory Made: Active 10 138.6 TFA Tap, Factory Made: Active 2 196.9 TFA Tap, Factory Made: Active 10 M •218.9 TFA Tap, Factory Made: Active 2 273.1 TFA Tap, Factory Made: Active 10 349.4 TBI Tap, Break-in / Hammer: Intruding 10 385.9 MMC Material Change Material changed to Ductile Iron. 385.9 JOL Joint Offset (displaced): Large 390.5 MGO General Observation Outside Drop SS643 *393.5 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:19 PM by the PipeTech® TV inspection system. IPE SERVICES Closed Circuit Television Inspection 162T Ba Ave. Shakopee, MN 55379 952.445.3173 Customer _ Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope _ __ SP537 J SS706 __ __ _ SS707 9 Vitrified Clay Pipe 397.3 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Jordan Ave N Direction Purpose Weather Date Sewer Use_ Len tg h Surveyed _ Downstream Routine Assessment Light Rain 05/28/2013 �Sanitarv 397.3 _ Additional Information _ '_New Hope Sanitary 2013 SS706 Ftg. Code Description 0.0 AMH Access Point - Manhole 0.0 MWL Water Level •9.1 RFJ Roots, Fine: Joint 13.3 RFJ Roots, Fine: Joint 17.5 RFJ Roots, Fine: Joint 21.4 RFJ Roots, Fine: Joint 125.9 RFJ Roots, Fine: Joint 31.2 TFA Tap, Factory Made: Active •31.2 RMC Roots, Medium: Connection 31.9 RMJ Roots, Medium, Joint 35.7 RFJ Roots, Fine: Joint 39.7 RFJ Roots, Fine: Joint • 44.1 RFJ Roots, Fine: Joint • 51.6 RFJ Roots, Fine: Joint 58.1 TFA Tap, Factory Made: Active 58.1 RMC Roots, Medium: Connection 58.7 RFJ Roots, Fine: Joint 112.6 TFA Tap, Factory Made: Active 139.1 TFA Tap, Factory Made: Active 193.6 TFA Tap, Factory Made: Active 202.2 FM Fracture Multiple �# 215.6 TFA Tap, Factory Made: Active r 271.0 TFA Tap, Factory Made: Active Minor roots at joint. 8 to 4 Minor roots atjoint. 286.9 RFJ Roots, Fine: Joint 290.6 RMJ Roots, Medium, Joint ,297.0 TFA Tap, Factory Made: Active 297.0 RMC Roots, Medium: Connection 297.7 RFJ Roots, Fine: Joint 351.5 TFA Tap, Factory Made: Active 352.0 RFJ Roots, Fine: Joint 373.6 TFA Tap, Factory Made: Active 397.3 AMH Access Point - Manhole SS707 Position Comment Begin inspection 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 8 to 4 Minor roots atjoint. 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 10 7to3 8 to 4 25% roots at joint 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 8 Minor roots at joint. 2 2 to 10 8 to 4 Minor roots at joint. 10 2 10 6to4 2 10 8 to 4 Minor roots at joint. 8 to 4 15% roots at joint 2 12to8 8 to 4 Minor roots at joint. 10 8 to 4 Minor roots at joint. 2 End inspection Generated on Monday, 6/3/2013 at 02:20 PM by the PipeTech® TV inspection system. IP'E SERVICES Closed Circuit Television Inspection 16271 Ba, -4 r Ave. Shakopee, ASSN 55379 952.A45.21 73 Customer Pipe Se ment Ref. Upstream MH H Downstream MH _Size Material - Total Length Cid of New Hope SP538R _ _ SS705 _SS706 _ 91 Vitrified Clay Pipe 373 Surveyor's Name Certificate Number Street Address Joshua Blaisdell 04-8359 Jordan Ave Direction Purpose Weather Upstream _ _ Routine Assessment Dry Additional Information New Hupe 2013 SS705 Ftg. Code Description lwaj A Location Details Date Sewer Use_ Length Surveyed 05/15/2013 _ Sanitary _ 260_9_ Position Comment 260.9 MSA Survey Abandoned End of reverse •207.2 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 203.8 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 203.4 RMC Roots, Medium: Connection 11 to 5 °203.4 TFA Tap, Factory Made: Active 2 • 201.2 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint • 189.2 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. • 185.0 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint • 181.5 MWLS Water Level: Sag 3 inches of water, sag 181.3 TFA Tap, Factory Made: Active 10 .170.8 RFJ Roots, Fine: Joint 10 to 11 Minor roots at joint. • 162.7 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. .154.7 RFJ Roots, Fine: Joint 7 to 9 Minor roots at joint. 130.5 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 126.6 RMC Roots, Medium: Connection 9 to 5 126.6 TFA Tap, Factory Made: Active 2 126.5 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 120.2 RMJ Roots, Medium, Joint 8 to 4 35% roots at joint 116.3 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 112.2 RFJ Roots, Fine: Joint 3 to 4 Minor roots at joint. 108.1 RFJ Roots, Fine: Joint 3 to 5 Minor roots at joint. 104.1 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 100.3 RFJ Roots, Fine: Joint 2 to 4 Minor roots at joint. 100.0 RMC Roots, Medium: Connection 8 to 1 100.0 TFA Tap, Factory Made: Active 10 98.0 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 81.7 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 45.2 RMC Roots, Medium: Connection 8 to 5 45.2 TFA Tap, Factory Made: Active 2 27.2 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 22.9 RMC Roots, Medium: Connection 8 to 4 22.9 TFA Tap, Factory Made: Active 10 21.0 RMJ Roots, Medium, Joint 8 to 4 15% roots atjoint 17.0 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 12.7 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 0.0 MWL Water Level SS706 0.0 AMH Access Point - Manhole Begin inspection Generated on Monday, 6/3/2013 at 02:21 PM by the PipeTech® TV inspection system. I I E_`EJgV Closed Circuit Television Inspection 16 Ba Ave. Shakopee, MN 55379 952 .ddS .3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length _ City of New Hope _ _. SP538 SS705 SS706 9 Vitrified Clay Pipe 373 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Jordan Ave Direction Purpose Weather Date _ Sewer_Use _ Length Surveyed Downstream _ Routine Assessment Dry 05/15/2013 _Sanitary _ _ 1.08.4 Additional Information New Hope 2013 SS705 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection 0.0 MWL Water Level b a 24.3 TFA Tap, Factory Made: Active 2 SS706 83.0 TFA Tap, Factory Made: Active 10 108.4 TBI Tap, Break-in / Hammer: Intruding 2 108.4 MSA Survey Abandoned Cannot get past intruding service Generated on Monday, 6/3/2013 at 02:21 PM by the PipeTech® TV inspection system. PIPIT SERVICES Closed Circuit Television Inspection W e l Ba•ek17 Ave. Shakopee, MN 55379 952.445.3173 Customer _Pipe Segment Ref, Upstream MH Downstream MH Size Material Total Len tc,thh_ City of New Hope _ SP539 SS704 _ SS705 _ ._ 9 Vitrified Clay Pipe 162.1 _Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Jordan Ave _ Direction_ Purpose _ Weather Date _ Sewer Use Length Surveyed _Downstream _' Routine Assessment _J Dry 05/15/2013 _ Sanitary— 162.1 Additional Information New Hope 2013 SS704 Ftg. Code Description Position Comment 'Eli 0.0 AMH Access Point - Manhole Begin inspection '0.0 MWL Water Level V •5.0 TFA Tap, Factory Made: Active 10 SS705 78.7 TFA Tap, Factory Made: Active 2 85.0 TFA Tap, Factory Made: Active 10 155.7 TFA Tap, Factory Made: Active 10 162.1 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 02:22 PM by the PipeTech® TV inspection system. (MOPE "SERVICES Closed Circuit Television Inspection 1r_.2$� Bars Ave. Shakopee, MN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MI -1 Downstream MH Size Material Total Length City of New Hope SP551 _ SS693 SS650 _ 8 Vitrified Clay Pipe 336.6 _Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Hillsboro Ave Tap, Factory Made: Active Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Light Rain _05122/2013 Sanitary _ 336.6 _ Additional Information New Hope Sanitary 2013 SS693 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection v •0.0 MWL Water Level 1 60.9 TFA Tap, Factory Made: Active 2 • 85.5 RPR Point Repair - Pipe Replaced Pipe Replaced with PVC to 90 feet 107.1 TFA Tap, Factory Made: Active 10 112.8 DAE Deposits Attached: Encrustation 7 to 4 .5% deposits at joint 144.2 TFA Tap, Factory Made: Active 2 Y 327.7 MMC Material Change Material changed to Iron. • 333.6 MGO General Observation Outside Drop • 336.6 AMH Access Point- Manhole End inspection SS650 Generated on Monday, 6/3/2013 at 02:26 PM by the PipeTech® TV inspection system. 1 40% Lsk:;'c�c Closed Circuit Television Inspection 16 &a Ave. Shakopee, MN 55379 952.445.3173 Customer _ Pipe Segment Ref._ _Upstream MH Downstream MH Size Material _Total Length City of New Hope SP552 _ _ SS691 _ , SS693 _ 8 Vitrified Clay Pipe _ _ 373.6 , Surveyor's Name_ Certificate Number _ Street Address Location Details Tap, Factory Made: Active Joshua Blaisdell _ _ ` 04-8_359 Hillsboro Ave Tap, Factory Made: Active Direction Purpose Weather Date _Sewer Use Length Surveyed _ Downstream _ Routine Assessment Light Rain 05/22/2013 _; _ Sanitary 373.6 _ Additional Information New Hope Sanitar�2013 SS691 Ftg. Code Description 1k:94 0.0 AMH Access Point- Manhole •0.0 MWL Water Level 1 14.6 TFA Tap, Factory Made: Active 269.8 TFA Tap, Factory Made: Active 293.0 TFA Tap, Factory Made: Active 351.2 TFA Tap, Factory Made: Active 351.2 DAE Deposits Attached: Encrustation 373.6 AMH Access Point - Manhole SS693 Position Comment Begin inspection 2 2 10 7 to 4 • 109.8 TFA Tap, Factory Made: Active 7 to 4 • 111.8 TFA Tap, Factory Made: Active 7 to 4 180.1 DAE Deposits Attached: Encrustation 190.2 TFA Tap, Factory Made: Active 190.2 DAE Deposits Attached: Encrustation u� fS 192.5 TFA Tap, Factory Made: Active 204.6 DAE Deposits Attached: Encrustation v 220.7 DAE Deposits Attached: Encrustation 269.8 TFA Tap, Factory Made: Active 293.0 TFA Tap, Factory Made: Active 351.2 TFA Tap, Factory Made: Active 351.2 DAE Deposits Attached: Encrustation 373.6 AMH Access Point - Manhole SS693 Position Comment Begin inspection 2 2 10 7 to 4 5% deposits at joint 2 7 to 4 25% deposits at service connection 10 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 2 10 2 7 to 4 25% deposits at service connection End inspection Generated on Monday, 6/3/2013 at 02:26 PM by the PipeTech® TV inspection system. r-P IPE SERVICES Closed Circuit Television Inspection 16�31 Barak Ave. Shakopee, MN 55379 952 .A4S .3173 Customer _ Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New__Hope _ SP553 _ SS692 SS691 _8 _ '_Vitrified Clay Pipe_ _ 118.4 S_umeyor's Name _ Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Hillsboro Ave _Direction Purpose Weather Date Sewer Use Length Surveyed Upstream _ Routine Assessment Light Rain _ 05/22/2013 _ Sanitary 118.4 Additional Information mew Hope Sanitary 2013 A SS692 Ftg. Code Description 118.4 AMH Access Point- Manhole 100.8 TFA Tap, Factory Made: Active 98.9 DAE Deposits Attached: Encrustation 98.9 TFA Tap, Factory Made: Active 0.0 MWLS Water Level: Sag 0.0 MWL Water Level SS691 0.0 AMH Access Point- Manhole Position Comment End inspection 10 7 to 4 40% deposits at service connection 2 4 inches of water, sag to 14 feet Begin inspection Generated on Monday, 6/3/2013 at 02:27 PM by the PipeTech@ TV inspection system. in PIPE SEFZvlcEs Closed Circuit Television Inspection i 1ISJ � IBa: Jii}e Ave. Shakopee, ASN 55379 95 2.44S.3 173 Customer Pipe Segment Ref._ Upstream MH Size Material Total Length__ _ Ci�of New Hope— SP554 _Dow_nstream_MH__ SS690 _ '� — SS691 — rj Vitrified CI�Pi e _ 249.5 _Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Hillsboro Ave DirectionPurpose Weather Date Use Length Surveyed Downstream _ _ Routine Assessment Light Rain _ _Sewer 05/22/2013 Sanitary _ 249.5 Additional Information New Hope sanitary 2013 SS690 Ftg. Code Description Position Comment 1014 0.0 AMH Access Point - Manhole Begin inspection 0.0 MWL Water Level b •3.0 CC Crack Circumferential 8 to 4 10.6 TFA Tap, Factory Made: Active 10 V9t 1 35.2 DAE Deposits Attached: Encrustation °40.1 DAE Deposits Attached: Encrustation 60.1 ID Infiltration - Dripper •71.5 TFA Tap, Factory Made: Active 73.1 TFA Tap, Factory Made: Active • 111.9 DAE Deposits Attached: Encrustation 147.4 RPR Point Repair - Pipe Replaced 158.5 TFA Tap, Factory Made: Active 164.5 TFA Tap, Factory Made: Active 7 to 4 5% deposits at joint 2 to 5 5% deposits at joint 1 to 3 2 10 7 to 4 10% deposits at joint 10 2 Pipe Replaced with PVC to 151 feet 249.5 AMH Access Point - Manhole End inspection SS691 Generated on Monday, 6/3/2013 at 02:27 PM by the PipeTech® TV inspection system. IPE SER-VICES, Closed Circuit Television Inspection 1 �2 S� Ba �Irr� Ate. Shakopee, MN 55379 952 .dd5.3173 Customer _ Pipe Segment Ref. Upstream MH Downstream MH _Size Material Total Length_ City of New Hope _ SP555 SS689 _ _ SS690 _ _ 8 Vitrified Clay Pipe 246.4 Surveyor's Name _ Certificate Number _ Street Address Location Details Joshua Blaisdell 04-8359 Hillsboro Ave Direction Purpose Weather Date Sewer Use Length Surveyed_ Downstream _ Routine Assessment Light Rain 05/22/2013 Sanitary 246.4 Additional Information New Hope Sanitary 2013 SS689 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection •0.0 MWL Water Level r 27.6 TFA Tap, Factory Made: Active 10 • 50.1 TFA Tap, Factory Made: Active 2 • 111.4 TFA Tap, Factory Made: Active 10 4 133.6 TFA Tap, Factory Made: Active 2 r SS690 178.5 CC Crack Circumferential 4 to 9 186.3 TFA Tap, Factory Made: Active 10 222.6 TFA Tap, Factory Made: Active 2 -246.4 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:28 PM by the PipeTech® TV inspection system. -PIPE, -SERVICES Closed Circuit Television Inspection 10�BT Ave. Shakopee, MN 55379 952.445.3173 Customer __ Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope SP556R SS688 SS689 _ _ 6 . Vitrified Clay Pipe 255 Surveyor's Name_ _ Certificate Number Street Address Location Details 31.3 Joshua Blaisdell J _04-8359. _ Hillsboro Ave 15% roots at joint Direction Purpose Weather Date Sewer Use Length Surveyeed, _Upstream_ _ _ Routine Assessment Light Rain _ 05/22/2013 _ Sanitary-_ ' 45.5 Additional Information New Hope_Sanitary 2013 A of SS688 Ftg. Code Description Position Comment 45.5 MSA Survey Abandoned End of reverse 42.0 RMJ Roots, Medium, Joint 8 to 4 % roots at joint 31.3 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 30.1 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 27.3 TFA Tap, Factory Made: Active 10 27.0 RMC Roots, Medium: Connection 8 to 3 22.9 RMJ Roots, Medium, Joint 8 to 4 40% roots at joint 13.1 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 7.6 JOM Joint Offset (displaced): Medium 7.6 RMJ Roots, Medium, Joint 8 to 4 15% roots atjoint 0.0 MWL Water Level SS689 0.0 AMH Access Point - Manhole Begin inspection Generated on Monday, 6/3/2013 at 02:29 PM by the PipeTech® TV inspection system. 71PF— Srmvicims Closed Circuit Television Inspection ae rre Ave. Shakopee, MN 55379 95 2.445.3173 _ Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope _ SP556 SS688 _ _ SS689 __, 8 , _Vitrified Clay Pipe _ 255 Surveyor's Name_ Certificate_ Number _Street Address Location Details Joshua Blaisdell 04-8359 Hillsboro Ave 121.3 _ Direction Purpose Weather Date _ Sewer Use Length Surveyed Downstream _ Routine Assessment Light Rain 05/22/2013 _ Sanitary_ _ 194 Additional Information 143.4 New Hope Sanitary 2013 Tap, Factory Made: Active 2 SS688 Ftg. Code Description RFC Position Comment 0.0 AMH Access Point - Manhole Begin inspection °0.0 MWL Water Level 8 to 5 Y •2.3 CC Crack Circumferential RMJ 2 to 5 36.8 TFA Tap, Factory Made: Active 10 h 64.1 TFA Tap, Factory Made: Active 11 to 12 2 64.1 RFC Roots, Fine: Connection MSA 7 to 4 f. SS689 Generated on Monday, 6/3/2013 at 02:29 PM by the PipeTech® TV inspection system. - 114.2 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. • 114.3 JOM Joint Offset (displaced): Medium 121.3 TFA Tap, Factory Made: Active 10 121.3 RMC Roots, Medium: Connection 7 to 4 143.4 TFA Tap, Factory Made: Active 2 ,143.4 RFC Roots, Fine: Connection 3 to 4 176.1 CC Crack Circumferential 8 to 5 • 194.0 RMJ Roots, Medium, Joint 8 to 4 40% roots at joint 194.0 ID Infiltration - Dripper 11 to 12 • 194.0 MSA Survey Abandoned Cannot get past roots f. SS689 Generated on Monday, 6/3/2013 at 02:29 PM by the PipeTech® TV inspection system. t�E SERVICES Closed Circuit Television Inspection z 162T 1 Ba ekbu Ave. Shakopee, MN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size_ Material _ Total Length_ _ City of New Hope SP557 _ SS687 _SS688 _ 8 Vitrified Clay Pipe 32.8 Surveyor's Name Certificate Number _Street Address Location Details Joshua Blaisdell 04-8359 Hillsboro Ave Direction Purpose Weather Date _ Sewer Use Length Surveyed Downstream Routine Assessment- __ Light Rain 05/22/2013 Sanitary 222.8_ _ Additional Information New Hope Sanitary 2013 SS687 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection 10.0 MWL Water Level v 10.2 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 18.5 RFJ Roots, Fine: Joint 8 to 4 Minor roots atjoint. • 22.2 RFJ Roots, Fine: Joint 2 to 4 Minor roots at joint. 64.1 TFA Tap, Factory Made: Active 84.2 TBA Tap, Break-in / Hammer: Active V 129.5 TFA Tap, Factory Made: Active 171.3 TFA Tap, Factory Made: Active 208.9 TFA Tap, Factory Made: Active 222.8 AMH Access Point - Manhole SS688 10 2 2 10 E End inspection Generated on Monday, 6/3/2013 at 02:31 PM by the PipeTech® TV inspection system. 43 SPE SERVICES Closed Circuit Television Inspection 7 1 1 62V Bo ektrp- Ave. Shakopee, MN SS379 952 .A4S .3173 Customer Pipe Segment Ref. Upstream MH _ Downstream MH Size Material Total Length City of New Hope SP558R SS708 SS687 8 I Vitrified Clay Pipe . _ 208. Surveyor's Name_ _ Certificate Number Street Address_ Location Details Joshua Blaisdell 04-8359 Hillsboro Ave Direction_ Purpose Weather _Upstream Routine Assessment Light Rain Additional Information New Hope Sanitari 2013 'EIN A of Y SS708 Ftg. Code Description 155.2 MSA Survey Abandoned 143.2 139.3 135.5 128.1 ' 128.1 128.1 125.9 123.4 123.4 117.3 117.3 112.8 • 88.5 Date _Sewer Use Length Surveyed 05/22/2013 _ Sanitary _ 155.2 Position Comment RFJ Roots, Fine: Joint 8 to 4 RMJ Roots, Medium, Joint 8 to 4 RFJ Roots, Fine: Joint 8 to 4 RFJ Roots, Fine: Joint 3 to 5 RML Roots, Medium: Lateral 5 to 11 TFA Tap, Factory Made: Active 2 TFA Tap, Factory Made: Active 10 DAE Deposits Attached: Encrustation 7 to 4 RMJ Roots, Medium, Joint 3 to 5 ID Infiltration - Dripper 11 to 12 DAE Deposits Attached: Encrustation 7 to 4 DAE Deposits Attached: Encrustation 7 to 4 RFJ Roots, Fine: Joint 8 to 4 72.8 RFJ Roots, Fine: Joint •69.3 RMJ Roots, Medium, Joint 57.5 RFJ Roots, Fine: Joint - • 51.5 RMJ Roots, Medium, Joint ,47.7 RFJ Roots, Fine: Joint 43.8 RFJ Roots, Fine: Joint 40.0 TFA Tap, Factory Made: Active 34.3 RMJ Roots, Medium, Joint • 29.7 RMJ Roots, Medium, Joint 21.7 RMJ Roots, Medium, Joint • 18.2 RFJ Roots, Fine: Joint 13.9 RMJ Roots, Medium, Joint • 10.1 RFJ Roots, Fine: Joint 5.5 RFJ Roots, Fine: Joint 5.0 RMJ Roots, Medium, Joint •0.0 MWL Water Level SS687 •0.0 AMH Access Point - Manhole End of reverse Minor roots at joint. 15% roots at joint Minor roots at joint. Minor roots at joint. 5% deposits at joint 15% roots atjoint 10% deposits at joint 5% deposits atjoint Minor roots at joint. 8 to 10 Minor roots at joint. 7 to 10 15% roots at joint 8 to 4 Minor roots at joint. 8 to 4 15% roots at joint 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 2 2 to 4 15% roots at joint 7 to 10 15% roots at joint 3 to 5 25% roots at joint 3 to 5 Minor roots at joint. 3 to 5 25% roots at joint 4 to 6 Minor roots at joint. 7 to 9 Minor roots at joint. 8 to 10 15% roots at joint Begin inspection Generated on Monday, 6/3/2013 at 02:32 PM by the PipeTech® TV inspection system. IPE; ;.„ Closed Circuit Television Inspection 161K.- BAve. Shakopae, MN SS379 952.411.5.3173 Customer _ Pipe Segment Ref._ _U_�stream MH Downstream MH Size Material Total Length Citv of. New Hope_ SP558 _ SS708_ SS687 6 Vitrified Clay Pie 208 Surveyors Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Hillsboro Ave _Direction __Purpose Weather Date _ Sewer Use _Length Surveyed Downstream Routine Assessment I Light Rain 05/22/2013 Sanitary - 49.1 Additional Information New Hope -Sanitary 2013 SS708 Ftg. Code Description 'Eli •0.0 AMH Access Point - Manhole 0.0 MWL Water Level 8 to 4 Minor roots at joint. 8 to 4 7.4 RFJ Roots, Fine: Joint 15.4 RFJ Roots, Fine: Joint 119.3 RFJ Roots, Fine: Joint 23.1 RFJ Roots, Fine: Joint 33.1 RMJ Roots, Medium, Joint 36.9 RFJ Roots, Fine: Joint 39.2 RFJ Roots, Fine: Joint 43.4 RFJ Roots, Fine: Joint 47.2 RMJ Roots, Medium, Joint 49.1 MSA Survey Abandoned r SS687 Position Comment Begin inspection 5 to'7 At manhole connection 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 8 to 4 Minor roots atjoint. 8to4 8 to 4 Minor roots at joint. 1 to 3 Minor roots at joint. 8 to 4 Minor roots at joint. 8 to 4 30% roots at joint Cannot get past roots Generated on Monday, 6/3/2013 at 02:32 PM by the PipeTech® TV inspection system. I 1 IPE SERVICES Shakopee, MN 55379 952.4AS .3173 Closed Circuit Television Inspection _ Customer _ Pipe Segment Ref. Upstream MH Downstream MH Size Material _To_tal Length City of New Hope SP559 SS709 — _ SS708 _ 9 : Vitrified Clay Pie _ 246.9 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Jordan Ave Direction Purpose Weather Date _ Sewer Use__ Len tg h Surveyed Downstream Routine Assessment Dry 05/15/2013 Sanitary 246.9 _ Additional Information New Hope 2013 SS709 Ftg. Code Description Position Comment lop 0.0 AMH Access Point - Manhole Begin inspection •0.0 MWL Water Level 14.4 TFA Tap, Factory Made: Active 10 68.0 TFA Tap, Factory Made: Active 2 '72.3 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 76.6 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. •80.3 RFJ Roots, Fine: Joint 8 to 4 Minor roots atjoint. •87.8 RMJ Roots, Medium, Joint 2 to 4 30% roots at joint 89.8 TFA Tap, Factory Made: Active 10 • 93.9 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 97.7 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 113.5 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. • 117.5 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. r 162.5 TFA Tap, Factory Made: Active 10 • 163.0 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 6 180.0 MWLS Water Level: Sag 3 inches of water, sag to 197 feet Generated on Monday, 6/3/2013 at 02:33 PM by the PipeTech® TV inspection system. 212.0 MWLS Water Level: Sag 3 inches of water, sag to 227 feet 222.6 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. •226.2 RMJ Roots, Medium, Joint 7 to 9 15% roots at joint 230.7 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 236.4 TFA Tap, Factory Made: Active 10 246.9 AMH Access Point - Manhole End inspection SS708 Generated on Monday, 6/3/2013 at 02:33 PM by the PipeTech® TV inspection system. iQIE SERVICES Closed Circuit Television Inspection 162V Baaeli'ne Ave. Shakopea, MN 55379 952.4.4.5.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope . ` _ SP560 SS710SS709 I -_ 9 Vitrified CISPipe; 320 Surveyor's Name Certificate Number Street Address Location Details Deposits Attached: Encrustation Joshua Blaisdell 04-8359 Jordan Ave Deposits Attached: Encrustation Direction Purpose Weather Date Sewer Use Length Surveyed _ Upstream _ _ Routine Assessment Dry 05/15/2013 _ Sanitary 320 Additional Information 243.2 DAE New Hope 2013 7 to 4 239.5 DAE SS710 Ftg. Code Description lkw 320.0 AMH Access Point- Manhole A 60.9 TFA Tap, Factory Made: Active 51.0 DAE Deposits Attached: Encrustation • 42.9 DAE Deposits Attached: Encrustation 19.5 DAE Deposits Attached: Encrustation 15.0 282.9 TFA Tap, Factory Made: Active TFA 269.2 TFA Tap, Factory Made: Active Water Level 266.9 DAE Deposits Attached: Encrustation 7 to 4 259.1 DAE Deposits Attached: Encrustation 7 to 4 251.0 DAE Deposits Attached: Encrustation 2 247.0 DAE Deposits Attached: Encrustation 7 to 4 243.2 DAE Deposits Attached: Encrustation 7 to 4 239.5 DAE Deposits Attached: Encrustation 7 to 4 235.3 DAE Deposits Attached: Encrustation 7 to 4 215.2 DAE Deposits Attached: Encrustation 7 to 4 •212.0 DAE Deposits Attached: Encrustation 7 to 4 •211.7 TFA Tap, Factory Made: Active 10 • 193.4 DAE Deposits Attached: Encrustation 7 to 4 • 181.6 DAE Deposits Attached: Encrustation • 178.0 TBA Tap, Break-in / Hammer: Active 175.3 DAE Deposits Attached: Encrustation 171.6 DAE Deposits Attached: Encrustation 159.4 DAE Deposits Attached: Encrustation 152.0 DAE Deposits Attached: Encrustation 4 143.9 DAE Deposits Attached: Encrustation 139.7 DAE Deposits Attached: Encrustation 136.6 DAE Deposits Attached: Encrustation 136.2 TFA Tap, Factory Made: Active 130.2 DAE Deposits Attached: Encrustation 106.3 DAE Deposits Attached: Encrustation 94.9 TFA Tap, Factory Made: Active 88.6 DAE Deposits Attached: Encrustation 80.9 DAE Deposits Attached: Encrustation 60.9 TFA Tap, Factory Made: Active 51.0 DAE Deposits Attached: Encrustation • 42.9 DAE Deposits Attached: Encrustation 19.5 DAE Deposits Attached: Encrustation 15.0 ID Infiltration - Dripper 15.0 TFA Tap, Factory Made: Active 0.0 MWL Water Level SS709 0.0 AMH Access Point - Manhole Position Comment End inspection 2 10 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 7 to 4 5%p deposits at joint 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 7 to 4 10% deposits at joint 7 to 4 5% deposits at joint 7 to 4 10% deposits at service 2 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 10 7 to 4 5% deposits at joint 7 to 4 10% deposits at joint 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 7 to 4 10% deposits at joint 7 to 4 40% deposits in service 2 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 10 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 2 7 to 4 5%n deposits at joint 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 11 to 12 At service connection 10 Begin inspection Generated on Monday, 6/3/2013 at 02:33 PM by the PipeTech® TV inspection system. i ERvi!cOm Closed Circuit Television Inspection 1 G w Ba seMfie Ave. Shakopee, MN 55379 952 .dd5.3173 Customer _ Pipe Segment Ref. _ Upstream MH _ Downstream MH Size Material Total Length City of New Hope SP561 _ _ SS679 __ SS678 9 Vitrified Clay Pipe_ _242 Surveyor's Name _Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Northwood Cir _Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry _ 05/23/2013 _ Sanita.r)L__ 242 Additional Information New Hope Sanitary 2013 SS679 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection '0.0 MWL Water Level b 6.1 TFA Tap, Factory Made: Active 2 v� 1 SS678 33.3 TFA Tap, Factory Made: Active 10 70.5 TFA Tap, Factory Made: Active 2 102.6 TFA Tap, Factory Made: Active 10 117.7 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 119.8 TBA Tap, Break-in/ Hammer: Active 10 119.8 RMC Roots, Medium: Connection 5 to 9 174.7 TFA Tap, Factory Made: Active 10 185.4 TBA Tap, Break-in/ Hammer: Active 10 206.9 TFA Tap, Factory Made: Active 2 242.0 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:34 PM by the PipeTech® TV inspection system. IRE ElavlcES Closed Circuit Television Inspection 117 B *Jr Ave. Shakopee, TSN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New_Hope SP562R SS678 I SS678A 9 Cast Iron 185. Outside Drop 0.0 MWL S_ urveyor's Name Certificate Number Street Address Location Details AMH Joshua Blaisdell —_ Northwood Cir • 84.4 _04_8359 Direction Purpose Weather Date Sewer Use Length Surveyed_ Upstream Routine Assessment _' Dry 05/23/2013 Sanitary 6414 Additional Information New How pe Sanitary 2013 -1 33.4 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 9.0 SS678 Ftg. Code Description Position Comment MGO General Observation Outside Drop 0.0 MWL Water Level A SS678A 0.0 AMH Access Point - Manhole Begin inspection • 84.4 MSA Survey Abandoned End of reverse 83.0 DAE Deposits Attached: Encrustation 7 to 4 2% deposits at joint r • 72.4 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint --- 67.7 DAE Deposits Attached: Encrustation 7 to 4 15% deposits at joint 62.5 DAE Deposits Attached: Encrustation 7 to 4 10% deposits at joint - 57.9 DAE Deposits Attached: Encrustation 7 to 4 5% deposits atjoint 52.7 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint -1 33.4 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 9.0 MMC Material Change Material changed to VCP 3.0 MGO General Observation Outside Drop 0.0 MWL Water Level SS678A 0.0 AMH Access Point - Manhole Begin inspection Generated on Monday, 6/3/2013 at 02:35 PM by the PipeTech® TV inspection system. PIPE Closed Circuit Television Inspection 16" BasJir�= Ave. Shakopee, ASSN 55379 95 2.445.3173 Customer_ Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope SP562 SS678 SS653 9 Vitrified Clay 185 Begin inspection 0.0 _ Pipe Water Level Surveyor's Name Certificate Number Street Address Location Details Deposits Attached: Encrustation Joshua Blaisdell 04-8359 Northwood Cir Tap, Factory Made: Active Direction_ Purpose Weather_ Date Sewer Use Length Surveyed _Downstream _ Routine Assessment Dy 05/23/2013 Sanitary 98.4 _ Additional Information New Hope Sanitary 2013 SS678 Ftg. Code Description Position Comment • 0.0 AMH Access Point - Manhole Begin inspection 0.0 MWL Water Level 7 to 4 15% deposits at joint • 3.3 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 13.0 TFA Tap, Factory Made: Active 10 13.0 IR infiltration - Runner 8 to 9 in seriice connection 4Q,5 IR Infiltration - Runner 3 to 5 93.6 DAE Deposits Attached: Encrustation 7 to 4 15% deposits at joint 93.6 IR infiltration - Runner 7 to 9 -- -198.4 DAE Deposits Attached: Encrustation 7 to 4 15% deposits at joint 98.4 MSA Survey Abandoned Cannot get past deposits SS653 Generated on Wednesday, 5/29/2013 at 10:55 AM by the PipeTech® TV inspection system. PIPE SIRvrcEs Closed Circuit Television Inspection I 62C j Ba alar Ave. Shakopee, AAN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length_ City of New Hope SP562 SS678 SSfi53 r 9� . Vitrified Cla Py ipe , 105 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Northwood Cir Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry 05/23/2013S� anitary .T8 4 Additional Information New Hope Sanitary 2013 SS678 Ftg. Code Description Position Comment ,,a4 10.0 AMH Access Point - Manhole Begin inspection •0.0 MWL Water Level Y *3.3 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 13.0 TFA Tap, Factory Made: Active 10 13,0 IR Infiltration - Runner 8 to g In service connection 49.5 IR Infiltration - Runner SS653 3to5 7 to 4 15% deposits at joint 7to9 7 to 4 15% deposits at joint Cannot get past deposits Generated on Monday, 6/3/2013 at 02:35 PM by the PipeTech® TV inspection system. --•93.6 DAE Deposits Attached: Encrustation 93.6 IR infiltration - Runner 98.4 98.4 DAE MSA Deposits Attached: Encrustation Survey Abandoned v 1 SS653 3to5 7 to 4 15% deposits at joint 7to9 7 to 4 15% deposits at joint Cannot get past deposits Generated on Monday, 6/3/2013 at 02:35 PM by the PipeTech® TV inspection system. SERVICES Closed Circuit Television Inspection 1 11-12'31` Ba; Ave. Shakopee, MN 55379 i 952.445.3173 Customer Pipe Segment Ref. _ Upstream MH Downstream MH Size Material Total Length Ci of_New Hope ' . SP563 SS680 _ SS652 8 Vitrified Clay Pipe 307.1 Surveyor's Name Certificate Number_ _Street Address Location Details Joshua Blaisdell 04-8359 Gettysburg Ave Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Light Rain _ 05/22/2013 —Sanitary307.1 Additional Information New Hope Sanitary 2013 SS680 Ftg. Code Description 0.0 AMH Access Point - Manhole •0.0 MWL Water Level b11.3 TFA Tap, Factory Made: Active • 11.7 DAE Deposits Attached: Encrustation - 46.8 DAE Deposits Attached: Encrustation •63.7 TFA Tap, Factory Made: Active 74.8 DAE Deposits Attached: Encrustation 78.8 DAE Deposits Attached: Encrustation 95.8 TFA Tap, Factory Made: Active 96.5 DAE Deposits Attached: Encrustation • 142.7 TFA Tap, Factory Made: Active 142.7 DAE Deposits Attached: Encrustation 152.9 DAE Deposits Attached: Encrustation 212.9 DAE Deposits Attached: Encrustation 219.9 TFA Tap, Factory Made: Active 0 t 301.1 JOM Joint Offset (displaced): Medium 301.4 MMC Material Change 303.1 MGO General Observation SS652 307.1 AMH Access Point - Manhole Position Comment Begin inspection 10 7 to 4 10% deposits at joint 7 to 4 5% deposits at joint 10 Clear water coming from service 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 2 7 to 4 5% deposits at joint 10 7 to 4 10% deposits at service connection 7 to 4 5% deposits at joint 7 to 4 10% deposits at joint 10 Clear water coming from service Material changed to Iron. Outside Drop End inspection Generated on Monday, 6/3/2013 at 02:36 PM by the PipeTech® TV inspection system. SERVICES Closed Circuit Television inspection 1Ave. Shakopee, MN 55379 952.4AS .3173 Customer Pipe Segment Ref. Ustream MH Downstream MH Size Material Total Length City of New Hope SP570 _ _' 53714 SS685 8 Vitrified Clay Pipe 221 Surveyor's Name Certificate Number Street Address Location Details I Joshua Blaisdell 04-8359 Gettysburg Ave ' _ Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Light Rain 05/22/2013 Sanitary _; 141.6 Additional Information New Hope Sanitary 2013 r SS714 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection 0.0 MWL Water Level 7.4 TFA Tap, Factory Made: Active 2 •62.5 TBA Tap, Break-in /Hammer: Active 11 - •69.7 TFA Tap, Factory Made: Active 2 - • 102.7 DAGS Deposits Attached: Grease 10 to 2 SS685 114.8 DAGS Deposits Attached: Grease 10 to 1 140.1 RMJ Roots, Medium, Joint 8 to 4 30% roots at joint 141.6 RBB Roots, Bali: Barrel 8 to 4 141.6 MSA Survey Abandoned Cannot get past roots Generated on Monday, 6/3/2013 at 02:39 PM by the PipeTechO TV inspection system. i i IPESERVICES' 1621SI~Ba�kre Ave. Shakopee, MN 55379 952.445.3173 Closed Circuit Television Inspection Customer Pipe Segment Ref. Upstream MH _ Downstream MH Size Material Total Length _ City of New Hope SP571 S3713 — . _ __SS714 _ _ 3 Vitrified Clay Pipe 219.4 Surveyor's Name _ Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Gettysburg Ave Direction Purpose Weather _ Date Sewer Use Length Surveyed _Downstream_ Routine Assessment Light Rain _ 05/22/2013 _ Sanity_ 219.4 Additional Information New Hage 'Sanitary 2013 SS713 Ftg. Code Description 0.0 AMH Access Point - Manhole •0.0 MWL Water Level v 1 16.5 TFA Tap, Factory Made: Active 147.0 FM Fracture Muldple 48.6 TBA Tap, Break-in / Hammer: Active 60.4 CC Crack Circumferential 73.7 TFA Tap, Factory Made: Active 101.0 TBA Tap, Break-in /Hammer: Active v� 1 146.0 TFA Tap, Factory Made: Active 219.4 AMH Access Point - Manhole SS714 Position Comment Begin inspection 2 to 2 1 7 to 5 2 11 2 End inspection Generated on Monday, 6/3/2013 at 02:40 PM by the PipeTech® TV inspection system. SPE SERVICES Closed Circuit Television Inspection 16 Ba selil,e five. Shakopee, MN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH __Downstream MH _ Size Material Total Length_ Ci of New Hope SP573_ __ SS674 _ SS675 9 _ , Vitrified Clay Pipe i 349.6 _ Surveyor's Name _ Certificate Number Street Address Location Details Joshua Blaisdell J 04-8359 _ _ FIacAve Direction Purpose _ Weather Date Sewer Use Length Surveyed i_ Downstream Routine Assessment _ Light Rain 05_/23/2013 Sanitary 349.6 Additional Information_ New Hone Sanitary 2013 SS674 Ftg. Code Description lap 0.0 AMH Access Point - Manhole •0.0 MWL Water Level r • 30.8 TFA Tap, Factory Made: Active 30.8 RMC Roots, Medium: Connection .34.7 RFJ Roots, Fine: Joint 36.9 TFA Tap, Factory Made: Active 36.9 RFC Roots, Fine: Connection 41.3 RFJ Roots, Fine: Joint 48.9 RFJ Roots, Fine: Joint 152.7 FL Fracture Longitudinal 96.7 RFJ Roots, Fine: Joint • 103.7 TFA Tap, Factory Made: Active 103.7 RBL Roots, Ball: Lateral • 104.3 RFJ Roots, Fine: Joint 109.0 TFA Tap, Factory Made: Active 109.0 RMC Roots, Medium: Connection 136.6 CM Crack Multiple 165.7 RMJ Roots, Medium, Joint 183.5 TFA Tap, Factory Made: Active -� 183.5 RMC Roots, Medium: Connection 187.6 FL Fracture Longitudinal V189.6 TFA Tap, Factory Made: Active • 189.6 RBC Roots, Ball, Connection • 225.5 RMJ Roots, Medium, Joint 238.5 CL Crack Longitudinal 246.0 RMJ Roots, Medium, Joint 246.0 ID Infiltration - Dripper 257.5 RBB Roots, Ball: Barrel 259.9 TFA Tap, Factory Made: Active 259.9 ID Infiltration - Dripper • 269.3 TFA Tap, Factory Made: Active 330.6 TFA Tap, Factory Made: Active 330.6 RFC Roots, Fine: Connection 349.6 AMH Access Point - Manhole SS675 Position Comment Begin inspection 10 7 to 4 8 to 4 Minor roots at joint. 2 9to5 8 to 9 Minor roots at joint. 2 to 4 Minor roots at joint. 7 10 to 12 Minor roots at joint. 10 4to12 11 to 12 Minor roots at joint. 2 9to3 5to8 8 to 4 15% roots at joint 10 8to4 5 2 8 to 5 12 to 1 15% roots at joint fi,oss 4 8 to 4 15% roots at joint 11 to 12 8to2 10 11 to 12 2 10 7to4 End inspection Generated on Monday, 6/3/2013 at 02:41 PM by the PipeTech® TV inspection system. f IPS SFRVICEs 16 I '1 Ba:,-Jft five. Shakopee, MN 55379 952.445.3173 Closed Circuit Television Inspection Customer Pipe Segment Ref. U stream MH Downstream MH Size Material Total Length City of New Hope _ __ SIP 74R SS675 SS676 9.—' _ Vitrified Clav Pipe _ 388 _ Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Flag Ave N Direction Purpose Weather Date _Sewer Use Length Surveyed Upstream Routine Assessment Light Rain 05/28/2013 Sanitary 138.2 _ Additional Information New Hope Sanitary 2013 wap A W 1 SS675 Ftg. Code Description Position Comment • 138.2 MSA Survey Abandoned End of reverse 128.1 RMC Roots, Medium: Connection 7 to 9 128.1 TFA Tap, Factory Made: Active 10 89.8 RMC Roots, Medium: Connection 8 to 3 39.8 IR Infiltratior, - Runner 11 to 2 From service connection 89.8 TFA Tap, Factory Made: Active 2 45.4 DAE Deposits Attached: Encrustation 7 to 4 40% deposits at service connection 45.4 TFA Tap, Factory Made: Active 10 36.5 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 31.4 DAE Deposits Attached: Encrustation 7 to 4 10% deposits at joint • 23.5 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 19.2 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 11.8 DAE Deposits Attached: Encrustation 7 to 4 10% deposits at joint 11.2 DAE Deposits Attached: Encrustation 7 to 4 40% deposits at service connection 11.2 TFA Tap, Factory Made: Active 2 8.0 DAE Deposits Attached: Encrustation 7 to 4 30% deposits at joint 2.0 DAE Deposits Attached: Encrustation 7 to 4 15% deposits at manhole connection 0.0 MWL Water Level SS676 0.0 AMH Access Point - Manhole Begin inspection Generated on Monday, 6/3/2013 at 02:42 PM by the PipeTech® TV inspection system. IFaE SERVICES Closed Circuit Television Inspection 1 221 Bad Ave. Shakopee, TSN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length ;City of New Hope SP574 SS675 SS676 VitrifiedCla Py ipe 388 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Flag Ave Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry 05/23/2013 Sanitary 258.2 Additional Information 1 New Hope Sanitary 2013 SS675 Ftg. Code Description Position Comment •0.0 AMH Access Point - Manhole Begin inspection •0.0 MWL Water Level b •2.5 CC Crack Circumferential 12 to 4 11.5 TFA Tap, Factory Made: Active 2 — •47.3 CL Crack Longitudinal 2 69.0 TFA Tap, Factory Made: Active 10 90.7 TFA Tap, Factory Made: Active 2 SS676 Generated on Monday, 6/3/2013 at 02:41 PM by the PipeTech® TV inspection system. • 140.8 TFA Tap, Factory Made: Active 10 - • 174.8 TFA Tap, Factory Made: Active 2 210.5 RFJ Roots, Fine: Joint 8 to 4 +Minor roots at joint. 215.0 RMJ Roots, Medium, Joint 3 to 4 15% roots at joint 219.0 RMJ Roots, Medium, Joint 1 to 3 15% roots at joint 220.8 TFA Tap, Factory Made: Active 10 • 240.8 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 252.2 RMJ Roots, Medium, Joint 3 to 6 25% roots at joint 258.2 TFA Tap, Factory Made: Active 2 258.2 RMC Roots, Medium: Connection 8 to 4 258.2 MSA Survey Abandoned Cannot get past roots SS676 Generated on Monday, 6/3/2013 at 02:41 PM by the PipeTech® TV inspection system. 'IPE A SERVICES Closed Circuit Television Inspection 1 � Sl Ave. Shakopee, MN 55379 952.445.3173 Customer Pie Segment Ref. Upstream MH Downstream MH Size Material _Total Length_ Cityof New Hope _ SP575 _ _ SS676 _ _SS677 _ _ 9_ Vitrified Clay Pipe 278.7 Surveyor's Name Certificate Number. _ Street Address_ Location Details Joshua Blaisdell 04-8359 Flag Ave Direction Purpose Weather Date _ Use Length Surveyed Downstream Routine Assessment _Sewer Dry 05/23/2013 Sanitary__ 278.7 _ Additional Information New Hope Soortary 2013 SS676 Ftg. Code Description Position Comment 'ICEP 0.0 AMH Access Point - Manhole Begin inspection •0.0 MWL Water Level 'Y , 5.5 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint '9.8 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 14.1 DAE Deposits Attached: Encrustation 7 to 4 10% deposits at joint 18.6 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 18.6 ID Infiltration - Dripper 11 to 12 27.0 CC Crack Circumferential 7 to 11 • 30.2 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 41.6 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint °41.6 ID Infiltration - Dripper 11 to 12 48.0 TFA Tap, Factory Made: Active 2 60.0 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint • 61.7 TFA Tap, Factory Made: Active 10 69.9 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 89.8 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 89.8 ID Infiltration - Dripper 11 to 12 131.7 TFA Tap, Factory Made: Active 132.1 DAE Deposits Attached: Encrustation 153.7 TFA Tap, Factory Made: Active 154.4 DAE Deposits Attached: Encrustation v 197.8 DAE Deposits Attached: Encrustation 204.1 TFA Tap, Factory Made: Active 204.1 DAE Deposits Attached: Encrustation 223.9 DAE Deposits Attached: Encrustation 240.2 DAE Deposits Attached: Encrustation 241.8 TFA Tap, Factory Made: Active 241.8 DAE Deposits Attached: Encrustation 274.0 DAE Deposits Attached: Encrustation 278.7 AMH Access Point- Manhole SS677 10 7 to 4 15% deposits at service connection 2 7 to 4 5% deposits at joint 7 to 4 10% deposits at joint 10 7 to 4 15% deposits at service connection 7 to 4 5% deposits at joint 7 to 4 10% deposits at joint 2 7 to 4 15% deposits at service connection 7 to 4 5% deposits at joint End inspection Generated on Monday, 6/3/2013 at 02:43 PM by the PipeTech® TV inspection system. IPE SERVICES 16 Ba Ave. Shakopee, MN 55379 952 .AAS .3173 Customer _ Pipe Segment Ref City of New Hope SP576 Closed Circuit Television Inspection Upstream MH _ Downstream MH Size Material _Total Length SS677 SS655 9 Vitrified Clay _ 256.1 Pipe Surveyor's Name Certificate Number Joshua Blaisdell _ 04-8359 Direction Purpose Downstream Routine Assessment Water Level r 3.8 Additional Information Deposits Attached: Encrustation New-HopeSaWtaFy2013 TFA SS677 Ftg. Code Description • 0.0 AMH Access Point - Manhole 4222 '0.0 MWL Water Level r 3.8 DAE Deposits Attached: Encrustation 5.7 TFA Tap, Factory Made: Active • 9.7 DAE Deposits Attached: Encrustation 49.6 DAE Deposits Attached: Encrustation 51.8 TFA Tap, Factory Made: Active 51.8 DAE Deposits Attached: Encrustation 75.6 DAE Deposits Attached: Encrustation 78.1 TFA Tap, Factory Made: Active y 153.8 DAE Deposits Attached: Encrustation 179.9 TFA Tap, Factory Made: Active 179.9 DAE Deposits Attached: Encrustation 232.3 TFA Tap, Factory Made: Active 249.0 CC Crack Circumferential 250.8 RPR Point Repair - Pipe Replaced 254.1 MGO General Observation SS655 256.1 AMH Access Point - Manhole Street Address_ Location Details —Flag Ave Weather _ _Date Sewer Use Length Surveyed Dry 05/23/2013 Sanitary_ 256.1 Position Comment Begin inspection 7 to 4 5% deposits at joint 10 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 2 7 to 4 10% deposits at service connection 7 to 4 10% deposits at joint 10 7 to 4 5% deposits at joint 2 7 to 4 10% deposits at service connection 10 7to4 Pipe Replaced with PVC to manhole Inside Drop End inspection Generated on Wednesday, 5/29/2013 at 10:56 AM by the PipeTech® TV inspection system. IIRE SIKIRVIICES Closed Circuit Television Inspection 16 Ba ski a Ave. Shakopee, AAN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope _ SP576 SS677 _ SS655 9 _ Vitrified CLQ Pipe. 256.1 Surveyor's Name Certificate Number _Street Address_ Location Details Joshua Blaisdell 04-8359 Flag Ave _Direction Purpose Weather Date Sewer Use_ Len tc,thh Surve ed Downstream Routine Assessment Dry 05/23/2013 _ Sanitary 256.1 Additional Information New Hope Sanitary 2013 SS677 Ftg. Code Description °ep 0.0 AMH Access Point - Manhole 0.0 MWL Water Level V 3.8 DAE Deposits Attached: Encrustation 5.7 TFA Tap, Factory Made: Active 9.7 DAE Deposits Attached: Encrustation - 49.6 DAE Deposits Attached: Encrustation 51.8 TFA Tap, Factory Made: Active 51.8 DAE Deposits Attached: Encrustation 75.6 DAE Deposits Attached: Encrustation • 78.1 TFA Tap, Factory Made: Active • 153.8 DAE Deposits Attached: Encrustation `01 •179.9 TFA Tap, Factory Made: Active • 179.9 DAE Deposits Attached: Encrustation 232.3 TFA Tap, Factory Made: Active Position Comment Begin inspection 7 to 4 5% deposits at joint 10 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 2 7 to 4 10% deposits at service connection 7 to 4 10% deposits at joint 10 7 to 4 5% deposits at joint 2 7 to 4 10% deposits at service connection 10 4 1249.0 CC Crack Circumferential 7 to 4 250.8 RPR Point Repair - Pipe Replaced Pipe Replaced with PVC to manhole 254.1 MGO General Observation Inside Drop SS655 •256.1 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 02:43 PM by the PipeTechO TV inspection system. =1PESERVICES Closed Circuit Television Inspection 1,1 Ba:kr Ave. Shakopee, MN 55379 952.445.3173 Customer _ _Pipe Segment Ref. _ Upstream MH Downstream MH Size Material _ Total Length, City of New Hope _ i_ SP584R _ SS686 SS687 ' 8 Vitrified CI�Pipe ' — 199 Surveyor's Name__ Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Hillsboro Ave 8 to 4 —J Direction Purpose Weather Date Sewer Use Length Surveyed Upstream Routine Assessment Light Rain 05/22/2013 — __Sanitary 115.7 Additional Information New Hope Sanitary 2013 A SS686 rtg. Code Description Position Comment • 115.7 MSA Survey Abandoned 8 to 4 Cannot get past roots 115.7 RMJ Roots, Medium, Joint 8 to 4 40% roots at joint 111.6 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. • 102.4 RMJ Roots, Medium, Joint 8 to 4 30% roots at joint 98.2 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. } 87.7 RFJ Roots, Fine: Joint 8 to 4 Minor roots atjoint. 86.5 TFA Tap, Factory Made: Active 10 15% roots at joint 84.9 TFA Tap, Factory Made: Active 2 15% roots atjoint 78.0 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 70.1 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 65.8 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 62.5 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 58.1 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 53.4 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 49.9 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 45.5 RMJ Roots, Medium, Joint 12 to 6 30% roots atjoint 36.0 RMJ Roots, Medium, Joint 8 to 4 15% roots atjoint 31.9 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint -28.1 RMJ Roots, Medium, Joint 8 to 4 15% roots atjoint 24.0 RMJ Roots, Medium, Joint 8 to 4 15% roots atjoint •20.2 RMJ Roots, Medium, Joint 8 to 4 15% roots atjoint 12.2 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 0.0 MWL Water Level SS687 0.0 AMH Access Point - Manhole Begin inspection Generated on Monday, 6/3/2013 at 02:48 PM by the PipeTech® TV inspection system. 1 IPE SERVICES 16?rrra,sely Ave. Shakopee, MN 55379 952 .dd5.3173 Closed Circuit Television Inspection Customer Pipe Sec Ment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope SP584 SS686 SS687 8 ; Vitrified Clay Pipe 199 Surveyor's Name Certificate Number _ Street Address Location Details Joshua Blaisdell 04-8359 Gettysburg Ave _ Direction Purpose Weather _ Date Sewer Use Length Surveyed Downstream_ Routine Assessment Light Rain 05/22/2013 Sanitary 80 Additional Information New Hope Sanitary 2013 SS686 Ftg. Code Description Position Comment 4ap 0.0 AMH Access Point - Manhole Begin inspection 0.0 MWL Water Level r 17.0 TFA Tap, Factory Made: Active 10 or f SS687 60.8 RFJ Roots, Fine: Joint 2 to 5 Minor roots at joint. 64.5 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. •68.4 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 73.1 RMJ Roots, Medium, Joint 2 to 5 40% roots at joint • 80.0 RMJ Roots, Medium, Joint 8 to 4 35% roots at joint 80.0 MSA Survey Abandoned End of reverse Generated on Monday, 6/3/2013 at 02:48 PM by the PipeTech® TV inspection system. PIPE SERVICES Closed Circuit Television Inspection 162 f Ba—Jiw Ave. Shakopee, MN 55379 952.445.3173 _ Customer _Pipe Segment Ref. _ Upstream MH Downstream MH Size Material Total Length, _City of New Hope ' SP1391 _ SS1117 , I� _SS702 _' Y _Vitrified Clay Pipe_' 169.5 Surveyor's Name_ Certificate Number Street Address Location Details Joshua Blaisdell 7 04-8359 Jordan Ave N Direction Purpose Weather Date Sewer Use Length Survey d Upstream _ Routine Assessment Light Rain 05/28/2013Sanitary­169.5 Additional Information _ New Hope Sanitary 2013 SS1117 Ftg. Code Description IEV 169.5 AMH Access Point- Manhole A I • 144.5 TFA Tap, Factory Made: Active 142.9 RFJ Roots, Fine: Joint 82.8 TFA Tap, Factory Made: Active 14.5 RBL Roots, Ball: Lateral Position Comment End inspection 2 8 to 4 Minor roots at joint. 2 2to11 0.0 MWL Water Level SS702 0.0 AMH Access Point - Manhole Begin inspection Generated on Monday, 6/3/2013 at 12:16 PM by the PipeTech® TV inspection system. IPE •` SERVICES Closed Circuit Television Inspection Shakopee, MN 55379 952.445.3173 Customer Pipe Segment Ref._ Upstream MH Downstream MH Size Material Total Length City of New Hope SP1471 _ SS1295 SS713 8 Vitrified Clay 82.6 Pipe Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Gettysburg_Ave Direction Purpose Weather Date Use Length Surveyed _ Upstream Routine Assessment _Sewer Light Rain 05/22/2013 Sanitary 82.6 Additional Information New Hope Sanitary 2013 A."" of 1 SS1295 Ftg. Code Description x 82.6 AMH Access Point - Manhole 1 60.0 MWLS Water Level: Sag Position Comment End inspection 3 inches of water, sag to manhole 0.0 MWL Water Level SS713 0.0 AMH Access Point - Manhole Begin inspection Generated on Wednesday, 5/29/2013 at 11:00 AM by the PipeTech® TV inspection system. SERVICES Closed Circuit Television Inspection 16! 91 Ba :akr-@ Ave. Shakopee, MN SS379 9S2.4.4S.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope ; SP14T1 SS1295 SS713 i 3 Vitrified Clay Pipe 82,6 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 _ Gettysburg Ave Direction Purpose Weather Date Sewer Use Length Surveyed Upstream Routine Assessment Light Rain ; 05/22/2013 I ! Sanitary 82.6 Additional Information New Hope Sanitary 2013 -- SS1295 Ftg. Code Description Position Comment P • 82.6 AMH Access Point- Manhole End inspection A 01 1 60.0 MWLS Water Level: Sag 3 inches of water, sag to manhole 0.0 MWL Water Level SS713 0.0 AMH Access Point - Manhole Begin inspection Generated on Monday, 6/3/2013 at 12:26 PM by the PipeTech® TV inspection system. PART 2 - 2018 LINING AREA TELEVISING This Page Left Blank Intentionally IPE SERVICES Closed Circuit Television Inspection 152 BaJrne Ave. Shakopee, MN 55379 952.44S.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length Cq _of New Hope SP356 _ SS723 SS724 9 _ Vitrified Clay Pipe_ 315.9 Surveyor' Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Hopewood Lane N Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry 05/23/2013 Sanitary 315.9_ Additional Information _New Hope Sanita_ry_2013 SS723 Ftg. Code Description 0.0 AMH Access Point - Manhole 0.0 MWL Water Level b '6.0 TFA Tap, Factory Made: Active 8.0 TFA Tap, Factory Made: Active •262.8 TFA Tap, Factory Made: Active 315.9 AMH Access Point - Manhole SS724 Position Comment Begin inspection 2 10 8 to 4 186.7 RFJ Roots, Fine: Joint 8to4 88.5 TFA Tap, Factory Made: Active 8 to 1 88.5 RFC Roots, Fine: Connection 3 to 5 • 90.4 TFA Tap, Factory Made: Active 4 90.4 RBC Roots, Ball, Connection 8 to 4 95.7 RFJ Roots, Fine: Joint 8 to 4 1100.9 RFJ Roots, Fine: Joint 116.2 RFJ Roots, Fine: Joint 120.9 RFJ Roots, Fine: Joint 125.5 RFJ Roots, Fine: Joint 135.7 RFJ Roots, Fine: Joint 144.5 RFJ Roots, Fine: Joint 148.8 RFJ Roots, Fine: Joint } 170.5 TFA Tap, Factory Made: Active 190.5 TFA Tap, Factory Made: Active •262.8 TFA Tap, Factory Made: Active 315.9 AMH Access Point - Manhole SS724 Position Comment Begin inspection 2 10 8 to 4 Minor roots at joint. 2 8to4 10 8 to 1 7 to 8 Minor roots at joint. 3 to 5 Minor roots at joint. 3 to 4 Minor roots at joint. 4 Minor roots at joint. 8 to 4 Minor roots at joint. 8 to 4 Minor roots atjoint. 8 to 4 Minor roots atjoint. 8 to 4 Minor roots at joint. 2 10 2 End inspection Generated on Monday, 6/3/2013 at 01:19 PM by the PipeTech® TV inspection system. M IPE SERVICES Closed Circuit Television Inspection 11,291 Bas-J'rrPe Avon. Shakopee, MN 55379 952.445.3173 Customer Pipe Segment Ref. _ Upstream MH Downstream MH Size _ Material Total Length City of New Hope _ SP474 SS583 SS584 9 - Vitrified Clay Pipe _ 285.7 Surveyor's Name Certificate Number Street Address Joshua Blaisdell 04-8359 _ _ Flag_Ave N. Direction _ Roots, Fine: Joint Purpose _ Weather Downstream ; ` 166.8 Routine Assessment - Light Rain Additional Information 170.5 New Hope 2013 Roots, Medium, Joint 174.6 RFJ SS583 Ftg. Code Description 180.1 0.0 AMH Access Point - Manhole RMC 10.0 MWL Water Level V •7.8 TFA Tap, Factory Made: Active 249.5 •7.8 RBC Roots, Ball, Connection RMJ 10.0 TFA Tap, Factory Made: Active Roots, Medium, Joint 10.0 RMC Roots, Medium: Connection 97.0 TFA Tap, Factory Made: Active 98.8 TFA Tap, Factory Made: Active =159.1 RFJ Roots, Fine: Joint 162.8 RMJ Roots, Medium, Joint 166.8 RMJ Roots, Medium, Joint 170.5 RMJ Roots, Medium, Joint 174.6 RFJ Roots, Fine: Joint 178.5 RFJ Roots, Fine: Joint 180.1 TFA Tap, Factory Made: Active 180.1 RMC Roots, Medium: Connection 182.3 TFA Tap, Factory Made: Active 242.4 MWLS Water Level: Sag 249.5 RFJ Roots, Fine: Joint 253.6 RMJ Roots, Medium, Joint 256.3 RMJ Roots, Medium, Joint 260.9 RMJ Roots, Medium, Joint 262.2 TFA Tap, Factory Made: Active 262.2 RBL Roots, Ball: Lateral 262.9 RMJ Roots, Medium, Joint 264.1 TFA Tap, Factory Made: Active 264.1 RFC Roots, Fine: Connection 264.3 RMJ Roots, Medium, Joint 276.3 RMJ Roots, Medium, Joint 280.3 RMJ Roots, Medium, Joint 282.7 CC Crack Circumferential SS584 285.7 AMH Access Point - Manhole Location Details Date Sewer Use Length Surveyed 05/09/2013 _ Sanity - 285.7 Position Comment Begin inspection 2 8to4 10 2to6 2 10 8 to 4 Minor roots at joint. 8 to 4 15% roots at joint 8 to 4 15% roots at joint 8 to 4 15% roots at joint 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 2 7to2 10 3 inches of water, sag 8 to 4 Minor roots at joint. 8 to 4 50% roots at joint 8 to 4 15% roots at joint 3 to 5 15% roots at joint 2 7to3 2 to 5 25% roots at joint 10 8 to 3 8 to 4 15% roots at joint 2 to 5 15% roots at joint 3 to 5 15% roots at joint 8to3 End inspection Generated on Monday, 6/3/2013 at 01:21 PM by the PipeTech® TV inspection system. IPE SERVICES Closed Circuit Television Inspection 16"R Bw--irw Ave. Shokopee, MN 55379 952.445.3173 Customer Pipe Segment Ref. _ Upstream MH Downstream MH Size Material Total Length Ci_ of New Hope _ SP475 SS584 SS585 `9 J _ Vitrified Clay Pipe . _ 325.4 _Surveyor's Name Certificate Number_ Street Address Location Details Joshua Blaisdell 04-8359 Flaq Ave N. Direction_ Purpose Weather Date Sewer Use Length Surveyed ___Downstream _ Routine Assessment _ Light Rain 05/09/2013 __ Sanitary 325.4 . Additional Information New Hope 2013 SS584 Ftg. Code Description 1 0.0 AMH Access Point - Manhole •0.0 MWL Water Level Y 4.0 RFJ Roots, Fine: Joint 43.6 RFJ Roots, Fine: Joint 51.5 RFJ Roots, Fine: Joint • 55.5 RFJ Roots, Fine: Joint 61.1 TFA Tap, Factory Made: Active 61.1 RMC Roots, Medium: Connection 63.3 TFA Tap, Factory Made: Active 63.3 RMC Roots, Medium: Connection 79.3 RFJ Roots, Fine: Joint 83.0 RFJ Roots, Fine: Joint 148.5 TFA Tap, Factory Made: Active 150.7 TFA Tap, Factory Made: Active 231.8 TFA Tap, Factory Made: Active 234.0 TFA Tap, Factory Made: Active 297.8 RFJ Roots, Fine: Joint 305.6 RFJ Roots, Fine: Joint 315.1 TFA Tap, Factory Made: Active 315.1 RMC Roots, Medium: Connection 317.0 TFA Tap, Factory Made: Active 317.0 RMC Roots, Medium: Connection SS585 325.4 AMH Access Point - Manhole Position Comment Begin inspection 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 3 to 5 Minor roots at joint. 8 to 9 Minor roots at joint. 2 3to9 10 3to10 End inspection 8 to 9 Minor roots at joint. 8 to 4 Minor roots at joint. 2 11 2 10 7 to 10 Minor roots at joint. 2 to 5 Minor roots atjoint. 2 8to9 10 3to5 End inspection Generated on Monday, 6/3/2013 at 01:22 PM by the PipeTech® TV inspection system. ERV'oEs Closed Circuit Television Inspection 1 •S n l Ba�ekkre Ave. Shakopee, MN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream_M_H Downstream MH Size Material _ Total _Len gth City of New Hope SP476R SS585 _ SS586 9 i Vitrified Qay Pipe _330 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Flag Ave N Direction Purpose Weather Date Sewer Use Length Surveyed Upstream Routine Assessment Light Rain _05/09/2013 Sanitary_ - 108.7 Additional Information New Hope 2017 lkz A SS585 Ftg. Code Description 108.7 MSA Survey Abandoned 105.8 RFJ Roots, Fine: Joint 86.1 TFA Tap, Factory Made: Active 84.0 TFA Tap, Factory Made: Active 14.2 DAE Deposits Attached: Encrustation •9.5 DAE Deposits Attached: Encrustation ,0.0 MWL Water Level 0.0 AMH Access Point - Manhole SS586 Position Comment End of reverse 4 to 5 Minor roots at joint. 10 2 7 to 4 5% deposits at joint 7 to 4 10% deposits at joint Begin inspection Generated on Monday, 6/3/2013 at 01:23 PM by the PipeTech® TV inspection system. IPE 'SERVICES J 1 F-2'91 1 Ba .�Jtr* Ave. Shakopee, MN SS379 9S 2.44S. 3 173 Closed Circuit Television Inspection Customer MRe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope. _ SP476 SS585 SS586 __ 9_ _' _Vitrified Clay Pipe' 330 _Surveyor's Name Certificate Number Street Address _ Location Details Water Level Joshua Blaisdell 04-8359 Flag Ave N. Minor roots at joint. _Direction Purpose Weather Date Sewer Use Length Surveyed Downstream _ Routine Assessment Light Rain _ 05/09/2013 Sanitary _ _ .__212.5 Additional Information New Hope 2013 SS586 Position Comment Begin inspection 8to4 2 7to9 10 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 2 SS585 Ftg. Code Description "kal 0.0 AMH Access Point- Manhole 8 to 4 10.0 MWL Water Level r Minor roots at joint. 8 to 4 Minor roots at joint. 8 to 4 • 37.3 CC Crack Circumferential 8 to 4 •73.3 TFA Tap, Factory Made: Active 7 to 9 73.3 RFC Roots, Fine: Connection 75.1 TFA Tap, Factory Made: Active 75.6 RFJ Roots, Fine: Joint 111.8 RFJ Roots, Fine: Joint 153.5 TFA Tap, Factory Made: Active • 153.5 RMC Roots, Medium: Connection 154.6 FM FracturN Multiple • 155.3 TFA Tap, Factory Made: Active 174.7 RFJ Roots, Fine: Joint 178.5 RFJ Roots, Fine: Joint v 182.6 RFJ Roots, Fine: Joint • 186.5 RFJ Roots, Fine: Joint 190.0 RMJ Roots, Medium, Joint 194.1 RMJ Roots, Medium, Joint 199.0 RMJ Roots, Medium, Joint 202.6 RMJ Roots, Medium, Joint 206.9 RMJ Roots, Medium, Joint 210.9 RBB Roots, Ball: Barrel 212.5 MSA Survey Abandoned SS586 Position Comment Begin inspection 8to4 2 7to9 10 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 2 8to10 10to5 10 8 to 4 Minor roots at joint. 7 to 8 Minor roots at joint. 8 to 4 Minor roots at joint. 8 to 4 Minor roots at joint. 8 to 4 25% roots at joint 8 to 4 35% roots at joint 8 to 4 35% roots at joint 8 to 4 30% roots at joint 7 to 9 20% roots at joint 10to5 Cannot get past roots Generated on Monday, 6/3/2013 at 01:23 PM by the PipeTech® TV inspection system. IIP Silv',r Closed Circuit Television Inspection 1G Baseli' Ave. Shakopee, MN 55379 952.44.5.3173 Customer_, Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope_ SP477 SS586 _ SS587 _ _ 9 Vitrified Clay Pipe _273.9 Survevor's Name Certificate Number Joshua Blaisdell I 04-8359 Direction Purpose Downstreamam Routine Assessment Additional Information New Hope 2013 206.9 TFA Tap, Factory Made: Active 208.9 TFA Tap, Factory Made: Active 270.9 CC Crack Circumferential 271.9 MGO General Observation SS587 273.9 AMH Access Point - Manhole Street Address Location Details Flag Ave N. Weather Light Rain Date_ Sewer Use Length Surveyed 05/09/2013 J Sanitary-- 273.9 _ Position Comment Begin inspection 2 SS586 Ftg. Code Description lttlp •0.0 AMH Access Point - Manhole 12 to 4 0.0 MWL Water Level V •6.8 TFA Tap, Factory Made: Active 7 to 4 8.7 TFA Tap, Factory Made: Active 7 to 4 13.7 CL Crack Longitudinal 2 25.3 DAE Deposits Attached: Encrustation 7 to 4 29.0 DAE Deposits Attached: Encrustation 7 to 4 • 32.9 DAE Deposits Attached: Encrustation 7 to 4 36.9 DAE Deposits Attached: Encrustation 141.1 JOM Joint Offset (displaced): Medium 44.3 DAE Deposits Attached: Encrustation 48.5 DAE Deposits Attached: Encrustation 62.4 MWLS Water Level: Sag 71.5 DAE Deposits Attached: Encrustation 73.0 DAE Deposits Attached: Encrustation 77.3 TFA Tap, Factory Made: Active 78.7 TFA Tap, Factory Made: Active 78.8 DAE Deposits Attached: Encrustation 184.4 RAE Deposits Attached: Encrustation 90.8 DAE Deposits Attached: Encrustation • 110.6 DAE Deposits Attached: Encrustation 122.6 DAE Deposits Attached: Encrustation • 130.3 DAE Deposits Attached: Encrustation • 134.4 DAE Deposits Attached: Encrustation • 138.3 DAE Deposits Attached: Encrustation 146.2 DAE Deposits Attached: Encrustation i • 150.0 DAE Deposits Attached: Encrustation V 155.4 TFA Tap, Factory Made: Active 157.3 TFA Tap, Factory Made: Active 163.1 DAE Deposits Attached: Encrustation 166.3 DAE Deposits Attached: Encrustation 172.4 DAE Deposits Attached: Encrustation 176.6 DAE Deposits Attached: Encrustation 178.6 DAE Deposits Attached: Encrustation 206.9 TFA Tap, Factory Made: Active 208.9 TFA Tap, Factory Made: Active 270.9 CC Crack Circumferential 271.9 MGO General Observation SS587 273.9 AMH Access Point - Manhole Street Address Location Details Flag Ave N. Weather Light Rain Date_ Sewer Use Length Surveyed 05/09/2013 J Sanitary-- 273.9 _ Position Comment Begin inspection 2 5% deposits atjoint 10 5% deposits at joint 10 About 4 inches long 7 to 4 5% deposits at joint 12 to 4 5% deposits at joint 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 7 to 4 5% deposits atjoint 7 to 4 5% deposits at joint 7 to 4 3 inches of water, sag to 98 feet 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 2 10 7 to 4 5% deposits at joint 7 to 4 10% deposits at joint 7 to 4 5% deposits at joint 7 to 4 10% deposits at joint 7 to 4 5% deposits at joint 7 to 4 10% deposits at joint 7 to 4 10% deposits at joint 7 to 4 10% deposits at joint 7 to 4 10% deposits at joint 7 to 4 10% deposits at joint 2 10 7 to 4 5% deposits at joint 7 to 9 5% deposits at joint 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 7 to 4 5% deposits at joint 2 10 7to4 Inside Drop End inspection Generated on Monday, 6/3/2013 at 01:24 PM by the PipeTech® TV inspection system. �'�� Sw~lv'c�s Closed Circuit Television Inspection Tap, Factory Made: Active 2 314.4 TFA 161R1Ba,,iAr Ave. 323.4 CC Shakopee, TSN 55379 328.8 95 2 .d45.3173 Access Point- Manhole End inspection Customer PipeSegment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope _ SP478 _ SS603 _ SS602 9 _j Vitrified Clay Pipe _ 328.8_._ _. Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Ensign Ave N Direction Purpose Weather Date _ Sewer Use Length Surveyed Downstream Routine Assessment Dry 05/14/2013 Sanitary 328.8 Additional Information New Hope 2013 SS603 Ftg. Code Description Position Comment 'tip 0.0 AMH Access Point - Manhole Begin inspection •0.0 MWL Water Level b 96.5 TFA Tap, Factory Made: Active 2 8.7 TFA Tap, Factory Made: Active 10 95.7 TFA Tap, Factory Made: Active 2 _ 97.5 TFA Tap, Factory Made: Active 10 • 180.0 TFA Tap, Factory Made: Active 2 v —182.3 TFA Tap, Factory Made: Active 10 1 SS602 264.8 TFA Tap, Factory Made: Active 2 266.7 TFA Tap, Factory Made: Active 10 312.7 TFA Tap, Factory Made: Active 2 314.4 TFA Tap, Factory Made: Active 10 323.4 CC Crack Circumferential 9 to 11 328.8 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 01:24 PM by the PipeTech® TV inspection system. MI IPe , >�Iv�cf Closed Circuit Television Inspection 16 Ba - Ave. Shakopee, ASN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Lenon th_ Ci of New Hope RFJ SP479 _ _ SS602 _ SS601 9 Vitrified Clay Pipe 403.1 Surveyor's Name Certificate Number Street Address Location Details Tap, Factory Made: Active Joshua Blaisdell RFJ 04-8359 Ensign Ave N Direction _ _ Purpose Weather _ Date Sewer Use Length Surveyed, Downstream_', Routine Assessment Dry _ 05/14/2013 __Sanitary__ _ 403.1 _ Additional Information _ New Hope 2013 SS602 Ftg. Code Description Position Comment IEUJ •0.0 AMH Access Point - Manhole Begin inspection 10.0 MWL Water Level 2.4 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 1 26.4 DAE Deposits Attached: Encrustation 8 to 11 5% deposits at joint 92.9 TFA Tap, Factory Made: Active 10 95.0 TFA Tap, Factory Made: Active 2 Y 1 172.4 RFJ Roots, Fine: Joint 177.7 RFJ Roots, Fine: Joint 190.3 TFA Tap, Factory Made: Active • 193.5 TFA Tap, Factory Made: Active 278.6 TFA Tap, Factory Made: Active 278.6 RFC Roots, Fine: Connection 281.0 TFA Tap, Factory Made: Active 281.0 RMC Roots, Medium: Connection 281.9 RFJ Roots, Fine: Joint 364.1 TFA Tap, Factory Made: Active 366.1 TFA Tap, Factory Made: Active 3 Minor roots at joint. 3 to 4 Minor roots at joint. 2 10 2 8to3 10 3to7 8 to 9 Minor roots at joint. 2 10 398.4 CC Crack Circumferential 8 to 4 403.1 AMH Access Point - Manhole SS601 End inspection Generated on Monday, 6/3/2013 at 02:01 PM by the PipeTech® TV inspection system. f PIPE SERVICES l 6' Ba ire Ave. Shakopee, AAN 55379 952.445.3173 Closed Circuit Television Inspection Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hie 131.5 SP480 SS601 SS600 9 _ Vitrified Clay Pim ` 246.5 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 7 to 12 04-8359 Ensign Ave N Tap, Factory Made: Active 10 _Direction Purpose Weather Date Use Length Surveyed Downstream _ Routine Assessment _Sewer Dry 05/14/2013 _ _Sanitary 246.5 _ Additional Information New Hope 2013 SS601 Ftg. Code Description Position Comment • 0.0 AMH Access Point - Manhole Begin inspection 0.0 MWL Water Level r 21.9 RFJ Roots, Fine: Joint 8 to 9 Minor roots at joint. -- • 34.9 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. - - 45.7 RFJ Roots, Fine: Joint 7 to 9 Minor roots atjoint. 47.4 TFA Tap, Factory Made: Active 2 49.9 TFA Tap, Factory Made: Active 10 128.0 CM Crack Multiple 12 to 7 131.5 TFA Tap, Factory Made: Active 2 } 131.5 RFC Roots, Fine: Connection 7 to 12 N 133.4 TFA Tap, Factory Made: Active 10 SS600 181.9 RFJ Roots, Fine: Joint 7 to 8 Minor roots at joint. 198.2 RFJ Roots, Fine: Joint 8 to 9 Minor roots at joint. 215.9 TFA Tap, Factory Made: Active 2 218.1 TFA Tap, Factory Made: Active 10 •218.1 RMC Roots, Medium: Connection 9 to 5 246.5 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:01 PM by the PipeTech® TV inspection system. PIPE sl~RVICES Closed Circuit Television Inspection fi,, Ave. Shakopee, MN 55374 452 .dd.5.3173 _ Customer _ Pipe SegmentRef. Upstream MH Downstream MH Size Material Total Length Cit of New Hope SP481 SS588 9 . Vitrified Clay Pipe 300.1 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Ensign Ave N Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment _ Dry 05/14/2013 _Sanity .3m - Additional Information New Hope 2013 SS600 Ftg. Code Description Position Comment 0.0 AMH Access Point- Manhole Begin inspection 10.0 MWL Water Level 12.5 CC Crack Circumferential 7 to 4 53.9 TFA Tap, Factory Made: Active 2 55.7 TFA Tap, Factory Made: Active 10 116.9 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint • 140.8 ID Infiltration - Dripper 11 to 12 CC 142.6 TFA Tap, Factory Made: Active 2 General Observation ,142.6 ID Infiltration - Dripper 11 to 12 At service connection 144.5 TFA Tap, Factory Made: Active 10 01 145.4 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint ,148.7 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint Y 152.7 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint • 184.8 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 188.7 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 192.7 DAE Deposits Attached: Encrustation 7 to 4 10% deposits at joint 196.9 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 200.6 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 208.9 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 230.6 TFA Tap, Factory Made: Active 2 232.4 TFA Tap, Factory Made: Active 10 289.4 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 293.4 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 295.0 CC Crack Circumferential 2 to 4 298.1 MGO General Observation inside Drop SS588 300.1 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 02:02 PM by the PipeTech® TV inspection system. I 1 SERvlCES Closed Circuit Television Inspection 1bie. Shakopee, ON 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH_ Downstream MH Size Material Total Length _ _City of New Hope SP486 SS620 SS589 9 Vitrified Clay Pipe _ 308.4 Surveyor's Name_ Certificate Number_ Street Address Location Details Joshua Blaisdell 04-8359 41st Ave N RFJ Roots, Fine: Joint 125.5 Direction Purpose Weather Date Sewer Use Surveyed_ Downstream _ Routine Assessment Dry _Length 05/14/2013 Sanitary_ 308.4 Additional Information New Hope 2013 SS620 Ftg. Code Description 0.0 AMH Access Point - Manhole •0.0 MWL Water Level V5.5 RFJ Roots, Fine: Joint 13.6 RFJ Roots, Fine: Joint 125.5 CC Crack Circumferential - 38.2 CC Crack Circumferential 51.3 TFA Tap, Factory Made: Active 51.3 RMC Roots, Medium: Connection 61.6 TFA Tap, Factory Made: Active 219.3 FC Fracture Circumferential • 236.7 TFA Tap, Factory Made: Active 238.6 TFA Tap, Factory Made: Active 306.4 MGO General Observation 308.4 AMH Access Point - Manhole SS589 Position Comment 148.6 TFA Tap, Factory Made: Active Minor roots at joint. 150.7 TFA Tap, Factory Made: Active • 150.7 RFC Roots, Fine: Connection 151.1 RFJ Roots, Fine: Joint 171.1 RFJ Roots, Fine: Joint 219.3 FC Fracture Circumferential • 236.7 TFA Tap, Factory Made: Active 238.6 TFA Tap, Factory Made: Active 306.4 MGO General Observation 308.4 AMH Access Point - Manhole SS589 Position Comment Begin inspection 8 to 4 Minor roots at joint. 3 to 4 Minor roots at joint. 3to7 6to11 10 3 to 4 2 10 2 4 to 5 4 to 5 Minor roots at joint. 3 to 6 Minor roots at joint. 4to8 10 2 Inside Drop End inspection Generated on Monday, 6/3/2013 at 02:04 PM by the PipeTech® TV inspection system. ''P; SMEEOENE s Closed Circuit Television Inspection 16.�' 81 BaAhr� Ave. Shakopee, TAN SS379 952.445.3173 Customer Pipe Segment Ref._ Upstream MH _ Downstream MH Size Material Total Length City of New Hope, SP487 SS619 _ SS620 9 Vitrified Clay Pipe' , 302 Surveyor's Name Certificate Number Street Address Joshua Blaisdell 04-8359 1 41 st Ave N Direction Purpose Weather _ Downstream _ Routine Assessment Dry Additional Information TFA New Hope 2013 10 SS619 Ftg. Code Description '0.0 AMH Access Point - Manhole 10.0 MWL Water Level 11 5.5 CL Crack Longitudinal 6.0 TBA Tap, Break-in / Hammer: Active 8.1 TFA Tap, Factory Made: Active 157.4 RFJ Roots, Fine: Joint Location Details Date Sewer Use _L_ength Surveyed 05/14/2013 Sanit_ary 220.3 Position Comment Begin inspection 1 10 2 7 to 8 Minor roots at joint. 71.2 TFA Tap, Factory Made: Active 10 71.2 RMC Roots, Medium: Connection 3 to 5 • 71.9 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. 75.7 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 79.4 RMJ Roots, Medium, Joint 3 to 5 15% roots at joint • 83.3 RFJ Roots, Fine: Joint 7 to 9 Minor roots at joint. , 89.3 TFA Tap, Factory Made: Active 2 Minor roots at joint. ,89.3 RMC Roots, Medium: Connection 8 to 3 Minor roots at joint. 168.1 TFA Tap, Factory Made: Active 10 168.1 RMC Roots, Medium: Connection 7 to 10 v 168.7 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint 180.4 RFJ Roots, Fine: Joint 7 to 9 Minor roots at joint. 182.3 TFA Tap, Factory Made: Active 2 • 182.5 RFJ Roots, Fine: Joint 3 to 4 Minor roots at joint. 198.6 RFJ Roots, Fine: Joint 7 to 8 Minor roots at joint. 210.6 RFJ Roots, Fine: Joint 2 to 4 Minor roots at joint. 218.7 RBB Roots, Ball: Barrel 7 to 6 220.3 MSA Survey Abandoned Cannot get past roots SS620 Generated on Monday, 6/3/2013 at 02:04 PM by the PipeTech® TV inspection system. 43 PIPE SERVICES Closed Circuit Television Inspection 16't $T Ra. -kr. Ave. Shakopee, MN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope _ SP487 _ SS619 SS620 _ 9 , Vitrified Clay Pipe 302 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Decatur Ave N Direction Purpose Weather Date Sewer Use_ Length Surveyed Downstream Routine Assessment Light Rain 05/28/2013 Sanitary 223.7 Additional Information New Hope S nitary 2013 SS620 Position Comment Begin inspection 10 2 6 to 9 Minor roots at joint. 8 to 4 Minor roots at joint. 10 SS619 Ftg. Code Description 15W 0.0 AMH Access Point - Manhole 3 to 5 °0.0 MWL Water Level V •5.5 TBA Tap, Break-in / Hammer: Active 7.9 TFA Tap, Factory Made: Active '59.1 RFJ Roots, Fine: Joint 69.2 RFJ Roots, Fine: Joint 70.6 TFA Tap, Factory Made: Active •70.6 RMC Roots, Medium: Connection 71.0 RFJ Roots, Fine: Joint 75.0 RMJ Roots, Medium, Joint 78.9 RMJ Roots, Medium, Joint °83.0 RFJ Roots, Fine: Joint 89.0 TFA Tap, Factory Made: Active 89.0 RMC Roots, Medium: Connection 157.9 RFJ Roots, Fine: Joint 168.1 TFA Tap, Factory Made: Active 168.1 RMC Roots, Medium: Connection V • 168.5 RMJ Roots, Medium, Joint 180.7 RMJ Roots, Medium, Joint • 181.9 TFA Tap, Factory Made: Active 182.5 RFJ Roots, Fine: Joint 194.8 RFJ Roots, Fine: Joint 210.9 RFJ Roots, Fine: Joint • 218.7 RBB Roots, Ball: Barrel 223.7 MSA Survey Abandoned SS620 Position Comment Begin inspection 10 2 6 to 9 Minor roots at joint. 8 to 4 Minor roots at joint. 10 2to4 8 to 4 Minor roots at joint. 8 to 4 15% roots at joint 3 to 5 15% roots atjoint 7 to 11 Minor roots at joint. 2 6 to 11 8 to 4 Minor roots at joint 10 8to11 8 to 4 15% roots at joint 8 to 9 15% roots at joint 2 3 to 5 Minor roots at joint. 8 to 4 Minor roots at joint. 4 Minor roots at joint. 7 to 4 Cannot get past roots Generated on Monday, 6/3/2013 at 02:05 PM by the PipeTech® TV inspection system. IPS SEiIvlcEs Closed Circuit Television Inspection 1 ��8� BasAJrr� Ave. Shakopee, MN 55379 952..445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length _ City of New Hope _ SP489 J SS720 SS618 4 Cast Iron _ 243.2 _ Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell ` 04-8359 Cavell Ave _ Direction Purpose_ Weather _ Date _ Sewer Use Leith Surveyed _ Downstream _ Routine Assessment Light Rain _ 05/09/2013 _ Sanitary243.2 Additional Information New Hope 2013 SS720 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection •0.0 MWL Water Level 1 8.9 TFA Tap, Factory Made: Active 10 82.3 TFA Tap, Factory Made: Active 10 82.3 TFA Tap, Factory Made: Active 2 127.0 MMC Material Change Material changed to VCP 129.2 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint r SS618 167.3 TFA Tap, Factory Made: Active 2 167.3 RFL Roots, Fine: Lateral 2 to 3 169.4 TFA Tap, Factory Made: Active 10 243.2 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:06 PM by the PipeTech® TV inspection system. IPE , SERVICE'S 18 Baseline Ave. Shakopee, TURN 55379 95 2.445.3173 Closed Circuit Television Inspection Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hie 2 SP490 SS721 _ SS720 9 ; Vitrified Clay Pipe 285.5 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell Tap, Factory Made: Active 04-8359 Cavell Ave Direction RMJ Purpose Weather Date _ _Sewer Use Length Surveyed _ Downstream Routine Assessment J Light Rain 05/09/2013 Sanitary_ 285.5 _ _ Additional Information New Hope 2013 SS721 Ftg. Code Description Position Comment ,Idip 0.0 AMH Access Point- Manhole Begin inspection 0.0 MWL Water Level 1 6.5 TFA Tap, Factory Made: Active 10 6.5 RML Roots, Medium: Lateral 8 to 10 8.6 TFA Tap, Factory Made: Active 2 •74.7 TFA Tap, Factory Made: Active 10 SS720 188.5 TFA Tap, Factory Made: Active 2 221.7 TFA Tap, Factory Made: Active 10 271.3 TFA Tap, Factory Made: Active 2 • 282.2 CC Crack Circumferential 10 to 2 • 285.5 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:06 PM by the PipeTech® TV inspection system. 96.7 TFA Tap, Factory Made: Active 2 121.4 CL Crack Longitudinal 12 4 feet long 150.4 TFA Tap, Factory Made: Active 10 166.6 RMJ Roots, Medium, Joint 8 to 4 15% roots at joint SS720 188.5 TFA Tap, Factory Made: Active 2 221.7 TFA Tap, Factory Made: Active 10 271.3 TFA Tap, Factory Made: Active 2 • 282.2 CC Crack Circumferential 10 to 2 • 285.5 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:06 PM by the PipeTech® TV inspection system. CTPl SERVICESClosed Circuit Television Inspection 16) 9 1 Bathe Ave. Shakopee, MN 55379 952.445.3173 Customer Pipe Segment Ref. _ Upstream MH — Downstream MH Size Material Total Length City of New Hope SP499 I,— SS624 _; SS623 9 Vitrified Clay Pipe .: 179.2 Surveyor's Name Certificate Number Address_ Location Details Joshua Blaisdell _ _ 04-8359 ! __Street r Gettysherq Ave Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry _ 05/09/2013 Sanitary _ 179.2_ Additional Information 'Now dope 2013 SS624 Ftg. Code Description Position Comment 0.0 AMH Access Point- Manhole Begin inspection v 10.0 MWL Water Level 1 W111 V SS623 ,20.3 TFA Tap, Factory Made: Active 10 118.0 MWLS Water Level: Sag 3 inches of water, sag to 138 feet 179.2 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 02:09 PM by the PipeTech® N inspection system. i i PIPE SERVICES 15 91 Ba�,_-kw Ave. Shakopee, AA SS379 95 2 .ddS .3173 Closed Circuit Television Inspection Customer Pipe Segment Ref. U stream MH Downstream MH _Size_ Material _Total Length Ci r of New Ho ee I SP500 SS625 SS624 _ 9__ � Vitrified Clav Pipe 144.6 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Gettysberg Ave Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry _ 05/09/2013 _ Sanitary _ 144.6 Additional Information New Hope 2013 SS625 Ftg. Code Description 'ELIP 0.0 AMH Access Point- Manhole V•0.0 MWL Water Level 1 32.4 TFA Tap, Factory Made: Active tit V 105.3 TFA Tap, Factory Made: Active 107.3 TFA Tap, Factory Made: Active 133.2 RPR Point Repair - Pipe Replaced 144.6 AMH Access Point - Manhole SS624 Position Comment Begin inspection 10 10 2 Pipe Replaced with PVC to manhole End inspection Generated on Monday, 6/3/2013 at 02:10 PM by the PipeTech® TV inspection system. �'VI Closed Circuit Television Inspection SOMEM T!a 14d /1 Ave. Shako pea, MN 55379 952.44.5.3173 Customer Pipe Segment Ref._ Upstream MH Downstream MH Size Material _Total Length City of New Hobe SP5r71 SS627 SS625 1 0 Vitrified Clay Pipe. 224.8_ Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 _ Gettysburg Ave N Direction Purpose Weather Date Sewer Use Length Surveyed _Downstream Routine Assessment Dry 05/09/2013 j _Sanitary 224.8 Additional Information NevHope 2013 SS627 Ftg. Code Description '0.0 AMH Access Point - Manhole 0.0 MWL Water Level V 12.6 TFA Tap, Factory Made: Active 14.5 TFA Tap, Factory Made: Active 114.5 RFC Roots, Fine: Connection 86.0 TFA Tap, Factory Made: Active 88.0 TFA Tap, Factory Made: Active r 179.8 TFA Tap, Factory Made: Active 211.6 TFA Tap, Factory Made: Active 211.6 DAE Deposits Attached: Encrustation 222.8 MGO General Observation 224.8 AMH Access Point - Manhole SS625 Position Comment Begin inspection 10 2 12 to 1 2 10 10 2 4 to 8 20% deposits in servcie Inside Drop End inspection Generated on Monday, 6/3/2013 at 02:10 PM by the PipeTech® TV inspection system. I i IPE SERVICES 1 f �7f Ba hr Ave. Shakopee, AAN 55379 952.4.45.3173 Closed Circuit Television Inspection Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope _ SP502 SS633 SS627 9 Vitrified Clay Pipe 251 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Gettysburg Ave N Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry _ 05/09/2013 Sanitary 251 Additional Information _ New Hope 2013 SS633 Ftg. Code Description Position Comment 0.0 AMH Access Point- Manhole Begin inspection b •0.0 MWL Water Level 37.4 TFA Tap, Factory Made: Active 2 39.3 TFA Tap, Factory Made: Active 10 116.0 TFA Tap, Factory Made: Active 2 116.0 RML Roots, Medium: Lateral 4 to 6 118.0 TFA Tap, Factory Made: Active 10 133.1 RMJ Roots, Medium, Joint 7 to 10 40% roots at joint 187.3 RMJ Roots, Medium, Joint 8 to 4 30% roots at joint 189.9 TFA Tap, Factory Made: Active 2 191.9 TFA Tap, Factory Made: Active 10 247.1 RPR Point Repair - Pipe Replaced Pipe Replaced with PVC to manhole 251.0 AMH Access Point - Manhole End inspection SS627 Generated on Monday, 6/3/2013 at 02:10 PM by the PipeTech® TV inspection system. 711P1,E,-SERV1CF-S Closed Circuit Television Inspection el Ave. Shakopee, MN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope SP503 SS632 SS633 9 Vitrified Clay Pipe ' 178.8 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 I Gettysburg Ave N Direction Purpose Weather Date Sewer Use Length Survey Downstream Routine Assessment Dry 05/09/2013 1 Sanitary _ 178.8 Additional Information New Hope 2013 SS632 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection *0.0 MWL Water Level r SS633 • 19.9 TFA Tap, Factory Made: Active 10 116.9 TFA Tap, Factory Made: Active 2 119.0 TFA Tap, Factory Made: Active 10 178.8 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:11 PM by the PipeTech® TV inspection system. PIPE SERVICES Closed Circuit Television Inspection 1 A �Sl Ba,kr� Ave. Shakopee, AAN 55379 952.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length . CliL of New Hope SP504 _. _SS634 SS632 9 Vitrified Clav_Pipe, _ 230.7 Surveyor's Name Certificate Number Street Address Location Details _ Joshua Blaisdell 04-8359 Gettysburg Ave N Direction Purpose Weather Date Sewer Use_ Length Surveyed Downstream Routine Assessment _ Dry 05/09/2013 _ Sanitary 230.7 Additional Information I New Hope 2013 _ SS632 230.7 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 02:11 PM by the PipeTech® TV inspection system. SS634 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection °0.0 MWL Water Level r 72.4 TFA Tap, Factory Made: Active 2 72.4 RFC Roots, Fine: Connection 6 to 7 v� 1 - -158.8 TF Tap, Factory Made 2 SS632 230.7 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 02:11 PM by the PipeTech® TV inspection system. SERVICES Closed Circuit Television Inspection 161 T Ave. Shakopee, MN 55379 95 2 .A4S . 3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length _ (City of New Hope SP520 SS724 SS725 _ 9 Vitrified CI_ayPie ' '� _ 152 ID Surveyor's Name Certificate Number Street Address -04-8359 Location Details 119.1 Joshua Blaisdell Hopewood Lane N 7 to 9 5% deposits at joint 124.0 DAE Direction Purpose Weather Date Sewer Use Surveyed Downstream , . _ Routine Assessment Dry 05/23/2013 Sanitary_ _Length 152 Additional Information New Hope Sanitary 2013 SS724 Ftg. Code Description Position Comment Inj -0.0 AMH Access Point - Manhole Begin inspection •0.0 MWL Water Level b •2.6 FC Fracture Circumferential 5 to 8 8.7 TFA Tap, Factory Made: Active 2 - • 18.7 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 24.0 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 38.7 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint r SS725 -58.9 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint - 63.8 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 109.5 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 114.0 DAE Deposits Attached: Encrustation 7 to 4 20% deposits at joint 114.0 ID Infiltration - Dripper 11 to 12 119.1 DAE Deposits Attached: Encrustation 7 to 9 5% deposits at joint 124.0 DAE Deposits Attached: Encrustation 2 to 5 5% deposits at joint 129.0 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 144.0 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 152.0 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:18 PM by the PipeTech® TV inspection system. IPE .SERVICES Closed Circuit Television inspection 1 bself Afie ve. Shakopee, MN 55379 952.445.3173 Customer Pie Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope _ SP577 SS670 SS657 ' 9 Vitrified Clay 209. f MWL Water Level Pipe DAE Surveyor's Name Certificate Number Street Address Location Details Crack Circumferential Joshua Blaisdell 04-8359 Ensign Ave _ . Direction— Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry 05/23/2013 Sanitary 209.1 _ Additional Information RPR Point Repair - Pipe Replaced SS670 Ftg. Code Description • 0.0 AMH Access Point - Manhole 0.0 MWL Water Level DAE Deposits Attached: Encrustation 12.3 • 2.3 CC Crack Circumferential 5.9 DAE Deposits Attached: Encrustation 41.5 DAE Deposits Attached: Encrustation •43.3 TFA Tap, Factory Made: Active •43.3 DAE Deposits Attached: Encrustation •71.2 DAE Deposits Attached: Encrustation Position Comment Begin inspection 7 to 4 5% deposits at joint 9to3 7 to 4 10% deposits at joint 7 to 4 5% deposits at joint 2 7 to 4 10% deposits at service connection 7 to 4 5% deposits at joint 10 7 to 4 15% deposits at service connection 2 10 7 to 4 15% deposits at service connection Pipe Replaced with PVC to manhole Inside Drop End inspection Generated on Wednesday, 5/29/2013 at 10:57 AM by the PipeTech® TV inspection system. • 73.3 TFA Tap, Factory Made: Active •73.3 DAE Deposits Attached: Encrustation vl 1 131.1 TFA Tap, Factory Made: Active • 136.8 TFA Tap, Factory Made: Active 136.8 DAE Deposits Attached: Encrustation *202.3 RPR Point Repair - Pipe Replaced 207.1 MGO General Observation •209.1 AMH Access Point - Manhole SS657 Position Comment Begin inspection 7 to 4 5% deposits at joint 9to3 7 to 4 10% deposits at joint 7 to 4 5% deposits at joint 2 7 to 4 10% deposits at service connection 7 to 4 5% deposits at joint 10 7 to 4 15% deposits at service connection 2 10 7 to 4 15% deposits at service connection Pipe Replaced with PVC to manhole Inside Drop End inspection Generated on Wednesday, 5/29/2013 at 10:57 AM by the PipeTech® TV inspection system. IPE SERVICES Closed Circuit Television Inspection t 1 �; l Ba eko Ave. Shakopee, MN 55379 952.44.5.3173 Customer Pipe_Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hop—e',._ SP577 - SS670 SS657 ° Vitrified Clay Pipe-. 209.1 Begin inspection Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Ensign Ave V 12.3 DAE Direction Purpose Weather Date Sewer Use Length Surveyed _ Downstream_ I Routine Assessment _ Dry 05/23/2013 Sanitary— 209.1 Additional Information 7 to 4 10% deposits at joint New Hope Sanitary 2013 SS670 Ftg. Code Description Position Comment 10.0 AMH Access Point - Manhole Begin inspection 0.0 MWL Water Level V 12.3 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 2.3 CC Crack Circumferential 9 to 3 5.9 DAE Deposits Attached: Encrustation 7 to 4 10% deposits at joint 01 r SS657 '41 .5 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint -43.3 TFA Tap, Factory Made: Active 2 -43.3 DAE Deposits Attached: Encrustation 7 to 4 10% deposits at service connection 71.2 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 73.3 TFA Tap, Factory Made: Active 10 73.3 DAE Deposits Attached: Encrustation 7 to 4 15% deposits at service connection 131.1 TFA Tap, Factory Made: Active 2 136.8 TFA Tap, Factory Made: Active 10 • 136.8 DAE Deposits Attached: Encrustation 7 to 4 15% deposits at service connection 202.3 RPR Point Repair - Pipe Replaced Pipe Replaced with PVC to manhole 207.1 MGO General Observation Inside Drop 209.1 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 02:44 PM by the PipeTech® TV inspection system. 'PE SERVICES Closed Circuit Television Inspection 161S1 Balrroa Ave. Shakopee, iAh155379 95 2 .A45.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope ' SP578 SS671 SS670 9 Vitrified Clav Pie. 245 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Ensign Ave Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry 05/23/2013 Sanitary 245 Additional Information New__Hope S_anitary 2013 SS671 Ftg. Code Description Position Comment 'Elp 0.0 AMH Access Point - Manhole Begin inspection b �0.0 MWL Water Level M 1 24.7 TFA Tap, Factory Made: Active 10 - 186.9 TFA Tap, Factory Made: Active 2 • 92.8 TFA Tap, Factory Made: Active 10 106.5 CL Crack Longitudinal 9 -- 129.4 CL Crack Longitudinal 5 163.0 TFA Tap, Factory Made: Active 10 188.9 TFA Tap, Factory Made: Active 2 236.6 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint •238.4 TFA Tap, Factory Made: Active 10 238.7 DAE Deposits Attached: Encrustation 7 to 4 10% deposits at service connection 241.7 CC Crack Circumferential 10 to 2 SS670 -245.0 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 02:45 PM by the PipeTech® TV inspection system. 1PE SIIvtcEs Closed Circuit Television Inspection 18� 1 Ba eJite Awe. Shakopee, TAN 55379 952 .A4S .3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Material Total Length City of New Hope SP5T!l _Size SS672 S 67 9 Vitrified Clay Pipe 210.8 Surveyor's Name Certificate Number Street Address Location Details 11.6 Joshua Blaisdell 04-8359 Ensign Ave RMJ Direction Purpose Weather Date Sewer Use Length Surveyed Downstream ,' Routine Assessment Dry 05/23/2013 Sanitary 210.8 Additional Information New Hope Sanitary 2013 SS672 Ftg. Code Description 0.0 AMH Access Point - Manhole 100 "0.0 MWL Water Level 11.6 TFA Tap, Factory Made: Active • 19.4 RMJ Roots, Medium, Joint 29.7 TFA Tap, Factory Made: Active 58.4 CM Crack Multiple • 75.7 TFA Tap, Factory Made: Active M v 125.8 TFA Tap, Factory Made: Active 155.8 TFA Tap, Factory Made: Active 201.4 TFA Tap, Factory Made: Active 201.4 RMC Roots, Medium: Connection 210.8 AMH Access Point - Manhole SS671 Position Comment Begin inspection 10 8 to 11 15% roots at joint 2 7to11 10 r 10 2 8 to 10 End inspection Generated on Monday, 6/3/2013 at 02:45 PM by the PipeTech® TV inspection system. 93 PIPE, SIERv'cEs Closed Circuit Television Inspection 16;9f Ba eiirie Ave. Shakopee, MN 55379 952.4.45.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope SP580 J SS673 SS672 9 Vitrified Clay Pipe _ 242.6 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-8359 Ensign Ave Direction Purpose Weather Date _Sewer Use Length Surveyed Downstream_ Routine Assessment Dry 05/23/2013, Sanitary 242.6 Additional Information New Hope Sanitary 2013 SS673 Ftg. Code Description Position Comment •0.0 AMH Access Point - Manhole Begin inspection •0.0 MWL Water Level 2 r RMC Roots, Medium: Connection 9 to 2 17.8 TFA Tap, Factory Made: Active 10 17.8 RFC Roots, Fine: Connection 9 to 4 23.5 TFA Tap, Factory Made: Active 2 23.5 RMC Roots, Medium: Connection 8 to 10 •93.4 TFA Tap, Factory Made: Active 10 - 99.5 TFA Tap, Factory Made: Active 2 •99.5 RFC Roots, Fine: Connection 8 to 4 173.8 TFA Tap, Factory Made: Active 10 173.8 RMC Roots, Medium: Connection 8 to 4 184.0 TFA Tap, Factory Made: Active 2 184.0 RMC Roots, Medium: Connection 9 to 2 • 184.9 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. SS672 242.6 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:46 PM by the PipeTech® TV inspection system. p11PE SERVICES 1tlzgI Ba r Ave. Shakopee, NDN 55379 952.4.45.3173 Closed Circuit Television Inspection Customer _Pipe Segment Ref. _ Upstream MH Downstream MH_ Size City of New Hope ` SP581 SS669 iSS659 `-i Surveyor's Name Joshua Blaisdell Direction Downstream Additional Information New Hope Sanitary 2013 Certificate Number Street Address 04-8359 �' Decatur Ave N Purpose Weather Routine -Assessment Dry SS669 Ftg. Code Description ,0.0 AMH Access Point - Manhole �0.0 MWL Water Level b ,3.0 DAE Deposits Attached: Encrustation 5.5 DAE Deposits Attached: Encrustation 12.8 DAE Deposits Attached: Encrustation v� 1 r 42.7 TFA Tap, Factory Made: Active 42.7 DAE Deposits Attached: Encrustation 60.7 TFA Tap, Factory Made: Active 130.7 TFA Tap, Factory Made: Active 136.8 TFA Tap, Factory Made: Active 198.5 TFA Tap, Factory Made: Active 240.2 TFA Tap, Factory Made: Active 250.4 TFA Tap, Factory Made: Active 313.6 RPR Point Repair - Pipe Replaced 316.1 MGO General Observation SS659 318.1 AMH Access Point - Manhole Location Details Material Total Length Vitrified Clay 318.1 Pipe Date Sewer Use Length Surveyed 05/23/2013 Sanitary ry 318.1 Position Comment Begin inspection 7 to 4 5% deposits at joint 2 to 4 5% deposits at joint 2 to 5 5% deposits at joint 10 7 to 4 20% deposits at service connection 2 2 10 i►. 10 2 Pipe Replaced with PVC to manhole Inside Drop End inspection Generated on Wednesday, 5/29/2013 at 10:58 AM by the PipeTech® TV inspection system. SERVICES Closed Circuit Television Inspection 141131f Ba elri�a Ave. Shakopee, MN 55379 95 2.4.45.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope SP581 SS669 SS659 9 Vitrified Clay Pipe 318.1 Surveyor's Name Certificate Number Street Address Location Details MWL Joshua Blaisdell 04-8359 Decatur Ave N 13.0 DAE Deposits Attached: Encrustation Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry 05/23/2013 Sanitary _ 318.1 _ Deposits Attached: Encrustation Additional Information 5% deposits at joint 42.7 TFA New Hope Sanitary 2013 10 _ 42.7 SS669 Ftg. Code Description Position Comment 10.0 AMH Access Point - Manhole Begin inspection 10.0 MWL Water Level 13.0 DAE Deposits Attached: Encrustation 7 to 4 5% deposits at joint 5.5 DAE Deposits Attached: Encrustation 2 to 4 5% deposits at joint • 12.8 DAE Deposits Attached: Encrustation 2 to 5 5% deposits at joint 42.7 TFA Tap, Factory Made: Active 10 42.7 DAE Deposits Attached: Encrustation 7 to 4 20% deposits at service connection a 60.7 TFA Tap, Factory Made: Active 2 130.7 TFA Tap, Factory Made: Active 2 136.8 TFA Tap, Factory Made: Active 10 198.5 TFA Tap, Factory Made: Active 2 •240.2 TFA Tap, Factory Made: Active 10 250.4 TFA Tap, Factory Made: Active 2 • 313.6 RPR Point Repair- Pipe Replaced Pipe Replaced with PVC to manhole 316.1 MGO General Observation Inside Drop SS659 318.1 AMH Access Point- Manhole End inspection Generated on Monday, 6/3/2013 at 02:46 PM by the PipeTech® TV inspection system. PIPE SERVICES Closed Circuit Television Inspection 16 Z 91 Ba _Jrr-. Ave. Shakopee, MN 55379 952.A4S.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope SP582 SS668 SS669___ 9 Vitrified Clay Pipe 205.3 °0.0 Surveyor's Name Certificate Number Street Address Location Details 1/ 3.6 Joshua Blaisdell 04-8359 Decatur Ave N Direction 'Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry 05/23/2013 Sanitary 2053 Additional Information New Hope Sanitary 2013 SS668 Ftg. Code Description Position Comment 0.0 AMH Access Point - Manhole Begin inspection °0.0 MWL Water Level 1/ 3.6 RPR Point Repair - Pipe Replaced Pipe Replaced with PVC to 6 feet M r SS669 36.4 TFA Tap, Factory Made: Active 10 90.4 TFA Tap, Factory Made: Active 2 104.5 TFA Tap, Factory Made: Active 10 173.6 TFA Tap, Factory Made: Active 10 180.0 TFC Tap, Factory Made: Capped 2 184.2 TBI Tap, Break-in / Hammer: Intruding 1 200.7 RPR Point Repair - Pipe Replaced Pipe Replaced with PVC to manhole 205.3 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 02:47 PM by the PipeTech® TV inspection system. I PIPE SiER'ViCE$ 1 !ffk Ba krt Ave. Shakopee, TAN 55379 952.445.3173 Closed Circuit Television Inspection Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material Total Length City of New Hope S.P5811 SS651 SS568 9 Vitrified Clay Pipe_ 205 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04-83591, Decatur Ave N Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry 05/23/2013 Sanitary 205 Additional Information New Hone Sanitary 2013 SS667 Ftg. Code Description Position Comment 0.0 AMH Access Point- Manhole Begin inspection °0.0 MWL Water Level 20% roots at joint • 194.7 TFA • 16.9 4 TFA Tap, Factory Made: Active 2 22.8 TFA Tap, Factory Made: Active 10 97.1 TFA Tap, Factory Made: Active 10 ,103.2 TFA Tap, Factory Made: Active 2 107.0 RFJ Roots, Fine: Joint 8 to 4 Minor roots at joint. • 173.5 TFA Tap, Factory Made: Active 10 188.9 RMJ Roots, Medium, Joint 2 to 5 20% roots at joint • 194.7 TFA Tap, Factory Made: Active 2 194.7 RBC Roots, Ball, Connection 12 to 9 • 195.3 RFJ Roots, Fine: Joint 3 to 5 Minor roots at joint. ,200.0 RPR Point Repair - Pipe Replaced Pipe Replaced with PVC to 202 feet SS668 ° 205.0 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 02:47 PM by the PipeTech® TV inspection system. PIPE SERVICES Closed Circuit Television Inspection 1 ftl B,, -J" Ave. Shakopee, MN 55379 9S 2.445.3173 Customer Pipe Segment Ref. Upstream MH Downstream MH Size Material _Total Length L —Cif New Hope—: SP1407 $5714 SS625 a Vitrified Clay Pipe _ 27.5 Surveyor's Name Certificate Number Street Address Location Details Joshua Blaisdell 04.8359 Gettysberg Ave Direction Purpose Weather Date Sewer Use Length Surveyed Downstream Routine Assessment Dry 05/09/2013 Sanitary �_ 27.5 Additional Information New Hope 2013 SS714 Ftg. Code Description Position Comment IkLp • 0.0 AMH Access Point- Manhole Begin inspection °0.0 MWL Water Level Y 44 r SS625 5.8 TFA Tap, Factory Made: Active 2 27.5 AMH Access Point - Manhole End inspection Generated on Monday, 6/3/2013 at 12:26 PM by the PipeTech® TV inspection system. Stalntec BIDDER: VISU-SEWER, INC. DOCUMENT 00 41 10 BID FORM 2017 & 2018 SANITARY SEWER LINING PROJECT NO. 193803860 CITY PROJECT NO, 996 NEW HOPE, MINNESOTA 2017 THIS BID IS SUBMITTED TO: City of New Hope City Hall 4401 Xylon Avenue N New Hope, MN 55428 1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with Owner in the form included in the Bidding Documents to perform all Work os 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. 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. The 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. 3.01 In submitting this Bid, Bidder represents that: A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged: 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 federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Bidder has carefully studied all: (1) reports of explorations and tests of subsurface conditions at, or contiguous to, the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at, or contiguous to, the Site (except Underground Facilities) which have been identified in SC -4.02, and (2) reports and drawings of Hazardous Environmental Conditions that have been identified in SC -4.06. E. Bidder has obtained and carefully studied (or accepts the consequences for not doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at, or contiguous to, the Site which may affect cost, progress, or performance of the work or which relate to any aspect of 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 to be employed by Bidder, and safety precautions and programs incident thereto. F. Bidder does not consider that any 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 and in accordance with the other terms and conditions of the Bidding Documents. G. 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. 0 2017 Stontec i 193603860 0041 10 - 1 80 FORM H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents, I. 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, J. The Bidding Documents are generally sufficient to indicate and convey understanding of ail terms and conditions for the performance of the Work for which this Bid is submitted. K. Bidder will submit written evidence of its authority to do business in the state where the Project is located not later than the date of its execution of the Agreement. 4.01 Bidder further represents that: A. The prices in this Bid have been arrived at independently, without consultation, communication, or agreement as to any matters relating to such prices with any other Bidder or with any competitor for the purpose of restricting competition. B. The prices in this Bid have not or will not be knowingly disclosed to any other Bidder or competitor prior to opening of the Bids. C. No attempt has been made or will be made by the Bidder to induce any other person or firm to submit or not to submit a Bid for the purpose of restricting competition. 4.02 Bidder understands that the law may require the Owner, or Engineer at the Owner's direction, to undertake an investigation and submit an evaluation concerning Bidder's responsiveness, responsibility, and qualifications before awarding a contract. Bidder hereby waives any and all claims, of whatever nature, against Owner, Engineer and their employees and agents, which arise out of or relate to such investigation and evaluation, and statements made as a result thereof, except for statements that can be shown by clear and convincing evidence to be intentionally false and made with actual malice. Nothinq in this paragraph is intended to restrict Bidder's fights to chollenge a contract pursuant to law. 5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): All specific cash allowances are included in the price(s) set forth below and have been computed in accordance with Paragraph 11.02 of the General Conditions. Unit Prices have been computed in accordance with Paragraph 11.03.6 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 provided, determined as provided in the Contract Documents. N0. Item Units Qty Unit Price Total Price BASE BID PART 1: 2017 LINING AREA 1 MOBILIZATION 2 TRAFFIC CONTROL 3 BYPASS PUMPING 4 PIPE END SEAL 5 SEWER REHABILITATION WITH CIPP, 9" TOTAL PART 1 LS 1 33 S r o 0 LS 1 $ SaO. v o LS I $ EA 50 $ O 0 CD LF 6,480 $ 9 0 2017 Slantec 1 193803860 0041 10-2 80 FORM PART 2: 2018 LINING AREA 6 MOBILIZATION LS 1 $ ( 400 • " o $ ( 4w. , w 7 TRAFFIC CONTROL LS 1 $ too..., $ 100 ' - a 8 BYPASS PUMPING LS 1 $ I Off' $ too.. o 9 PIPE END SEAL EA 56 $ � O.o+ $ (.00 n•. 10 SEWER REHABILITATION WITH CIPP, 9" LF 7,024 $ lot -lo $ 13 t''>, 372. $0 14c°i 533--$ � TOTAL PART 2 $ BID SUMMARY TOTAL PART 1: 2017 LINING AREA $ TOTAL PART 2: 2018 LINING AREA $ _ �. 5'3 Z. ' a o TOTAL BASE BID $ 27 �4Z7 ' so 0 2017 Stantec 1 193803860 0041 10-3 BID FORM 6.01 Bidder agrees that the Work will be Substantially Completed and completed and ready for Final Payment in accordance with Paragraph 14.07.13 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above, which shall be stated in the Agreement. 7.01 The following documents are attached to and made a condition of this Bid: A. Required Bid Security in the form of 5 percent. B. Bid Form Attachment A - Responsible Contractor Verification and Certification of Compliance. 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. If Bidder Is: SUBMITTED on APRIL 18 2017 Corporation Name: VISU-SEWER. INC. (SEAL) State of Incorporation: WISCONSIN Type (General Business, Professional, Service, Limited Liability(: GENERAL BUSINESS 1 -t X_ By: (Signature) Title: PRESIDENT Attest <::_ (CORPORATE SEAL( JAMES, KETICH (Signature of Corporate Secretary) CORPORATE SECRETARY Business Street Address (No P.O. Box Ws); W230 N4855 BETKER DRIVE PEWAUKEE, WI 53072 Phone No.: (262)69S-2340 Fax No.: (262)695-2359 Email: visu-info@visu-sewer.com 02017SIantec 1793803860 004110-4 BID FORM SECTION 00 41 13 BID FORM ATTACHMENT A RESPONSIBLE CONTRACTOR VERIFICATION AND CERTIFICATION OF COMPLIANCE PROJECT TITLE: 2017 & 2018 SANITARY SEWER LINING Minn. Stat. § 16C.285, Subd. 7. IMPLEMENTATION.... any prime contractor or subcontractor that does not meet the minimum criteria in subdivision 3 or fails to verify that it meets those criteria is not a responsible contractor and is not eligible to be awarded a construction contract for the project or to perform work on the project... Minn. Stat. § 16C.285, Subd. 3. RESPONSIBLE CONTRACTOR, MINNIMUM CRITERIA. "Responsible contractor" means a contractor that conforms to the responsibility requirements in the solicitation document for its portion of the work on the project and verifies that it meets the following minimum criteria: (1) The Contractor: (i) is in compliance with workers' compensation and unemployment insurance requirements; (ii) is currently registered with the Department of Revenue and the Department of Employment and Economic Development if it has employees; (iii) has a valid federal tax identification number or a valid Social Security number if an individual; and (iv) has filed a certificate of authority to transact business in Minnesota with the Secretary of State if a foreign corporation or cooperative. (2) The contractor or related entity is in compliance with and, during the three-year period before submitting the verification, has not violated section 177.24, 177.25, 177.41 to 177.44, 181.13, 181.14, or 181.722, and has not violated United States Code, title 29, sections 201 to 219, or United States Code, title 40, sections 3141 to 3148. For purposes of this clause, a violation occurs when a contractor or related entity: (i) repeatedly fails to pay statutorily required wages or penalties on one or more separate projects for a total underpayment of $25,000 or more within the three-year period; (ii) has been issued an order to comply by the commissioner of Labor and Industry that has become final; (iii) has been issued at least two determination letters within the three-year period by the Department of Transportation finding an underpayment by the contractor or related entity to its own employees; (iv) has been found by the commissioner of Labor and Industry to have repeatedly or willfully violated any of the sections referenced in this clause pursuant to section 177.27; (v) has been issued a ruling or findings of underpayment by the administrator of the Wage and Hour Division of the United States Department of Labor that have become final or have been upheld by an administrative law judge or the Administrative Review Board; or (vi) has been found liable for underpayment of wages or penalties or misrepresenting a construction worker as an independent contractor in an action brought in a court having jurisdiction. Provided that, if the contractor or related entity contests a determination of underpayment by the Department of Transportation in a contested case proceeding, a violation does not occur until the contested case proceeding has concluded with a determination that the contractor or related entity underpaid wages or penalties;* BID FORM ATTACHMENT A 0 2017 Stantec 1 193803860 0041 13 - 1 (3) The contractor or related entity is in compliance with and, during the three-year period before submitting the verification, has not violated section 181.723 or chapter 32613. For purposes of this clause, a violation occurs when a contractor or related entity has been issued a final administrative or licensing order;* (4) The contractor or related entity has not, more than twice during the three-year period before submitting the verification, had a certificate of compliance under section 363A.36 revoked or suspended based on the provisions of section 363A.36, with the revocation or suspension becoming final because it was upheld by the Office of Administrative Hearings or was not appealed to the office;* (5) The contractor or related entity has not received a final determination assessing a monetary sanction from the Department of Administration or Transportation for failure to meet targeted group business, disadvantaged business enterprise, or veteran -owned business goals, due to a lack of good faith effort, more than once during the three-year period before submitting the verification;* * Any violations, suspensions, revocations, or sanctions, as defined in clauses (2) to (5), occurring prior to July 1, 2014, shall not be considered in determining whether a contractor or related entity meets the minimum criteria. (6) The contractor or related entity is not currently suspended or debarred by the federal government or the state of Minnesota or any of its departments, commissions, agencies, or political subdivisions; and (7) All subcontractors that the contractor intends to use to perform project work have verified to the contractor through a signed statement under oath by an owner or officer that they meet the minimum criteria listed in clauses (1) to (6). Minn. Stat. § 16C.285, Subd. 5. SUBCONTRACTOR VERIFICATION. A prime contractor or subcontractor shall include in its verification of compliance under subdivision 4 a list of all of its first-tier subcontractors that it intends to retain for work on the project. If a prime contractor or any subcontractor retains additional subcontractors on the project after submitting its verification of compliance, the prime contractor or subcontractor shall obtain verifications of compliance from each additional subcontractor with which it has a direct contractual relationship and shall submit a supplemental verification confirming compliance with subdivision 3, clause (7), within 14 days of retaining the additional subcontractors. A prime contractor shall submit to the contracting authority upon request copies of the signed verifications of compliance from all subcontractors of any tier pursuant to subdivision 3, clause (7). A prime contractor and subcontractors shall not be responsible for the false statements of any subcontractor with which they do not have a direct contractual relationship. A prime contractor and subcontractors shall be responsible for false statements by their first-tier subcontractors with which they have a direct contractual relationship only if they accept the verification of compliance with actual knowledge that it contains a false statement. BID FORM ATTACHMENT A 02017 Stantec 1 193803860 0041 13-2 Minn. Stat. § 16C.285, Subd. 4. VERIFICATION OF COMPLIANCE. A contractor responding to a solicitation document of a contracting authority shall submit to the contracting authority a signed statement under oath by an owner or officer verifying compliance with each of the minimum criteria in subdivision 3 at the time that it responds to the solicitation document. A contracting authority may accept a sworn statement as sufficient to demonstrate that a contractor is a responsible contractor and shall not be held liable for awarding a contract in reasonable reliance on that statement. Failure to verify compliance with any one of the minimum criteria or a false statement under oath in a verification of compliance shall render the prime contractor or subcontractor that makes the false statement ineligible to be awarded a construction contract on the project for which the verification was submitted. A false statement under oath verifying compliance with any of the minimum criteria may result in termination of a construction contract that has already been awarded to a prime contractor or subcontractor that submits a false statement. A contracting authority shall not be liable for declining to award a contract or terminating a contract based on a reasonable determination that the contractor failed to verify compliance with the minimum criteria or falsely stated that it meets the minimum criteria. CERTIFICATION By signing this document I certify that I am an owner or officer of the company, and 1 swear under oath that: 1) My company meets each of the Minimum Criteria to be a responsible contractor as defined herein and is in compliance with Minn. Stat. § 16C.285, 2) I have included Attachment A -I with my company's solicitation response, and 3) if my company is awarded a contract, I will also submit Attachment A-2 as required. Author' ed Signature of Owner or Officer: Printed Name: KEITH M. ALEXANDER Title: Date: PRESIDENT APRIL 18, 2017 Company Name: VISU-SEWER, INC. Sworn to and subscribed before me this 18 day of APRIL 20 17. rotary Public LISAA. SCHLU2E 43 My Commission Expires: 02/15/2019 ----------------------- PLACE NOTARY SEAL I [CRE •------------------------------ NOTE: Minn. Stat. § 16C.285, Subd. 2, (c) If only one prime contractor responds to a solicitation document, a contracting authority may award a construction contract to the responding prime contractor even if the minimum criteria in subdivision 3 are not met. BID FORM ATTACHMENT A 0 2017 Stontec 1 193803860 0041 13-3 ATTACHMENT A-1 FIRST-TIER SUBCONTRACTORS LIST SUBMIT WITH PRIME CONTRACTOR RESPONSE PROJECT TITLE: 2017 & 2018 SANITARY SEWER LINING Minn. Stat. § 16C.285, Subd. 5. A prime contractor or subcontractor shall include in its verification of compliance under subdivision 4 a list of all of its first-tier subcontractors that it intends to retain for work on the pr6ject. Submit this form with the Bid Form. FIRST TIER SUBCONTRACTOR NAMESI Name of city where company home (Legal name of company as registered with the Secretary of State) office is located 0 N BID FORM ATTACHMENT A 0 2017 Stantec 1 193803860 0041 13-4 Merchants Bonding Company(Mutual) Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Visu-Sewer, Inc., W230 N4855 Betker Drive„ Pewaukee, WI 53072 as Principal, hereinafter called the Principal, and Merchants Bonding Company(Mutual) a corporation duly organized under the laws of the State of lA as Surety, hereinafter called the Surety, are held and firmly bound unto' cITY of NFw mpg as Obligee, hereinafter called the Obligee, in the sum of FIVE Percent of Amount of Bid------------------------------------------------------------------Dollars ($ 5 %), for the payment of which sum well and truly be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for 2017 & 2018 SANITARY SEWER LININ NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect Signed and sealed this 18TH (Witness) JAMES S. SERKETICHC CORPORATE SECRETARY (Witness) day of APRIL Visu-Sewer, Inc. 2017 (Principal) (seal) KEITH M. ALEXANDER, PRESIDENT (Title) Merchants Bonding Company (Mutual) %%%1111 (Surety) i �,,,+„�� .COF...... . QOHiiro r Debora A. Hinkes, Attorney -in -Fact chl4e 1g�3 V%. . . �..w....,.,. 411 , MERCHANi7! ' BONDING COMPANY. POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa (herein collectively called the "Companiesl do hereby make, constitute and appoint, individually, Debbra A Hinkes; Pamela M Hineman; Robert M Tortelli their true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver on behalf of the Companies, as Surety, bonds, undertakings and other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: TWENTY-FIVE MILLION ($25,000,000.00) DOLLARS This Power-of-Attomey is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attomeys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory In the nature thereof." "The signature of any authorized officer and the seat of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the some force and effect as though manually fixed." In connection wtth obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attomey-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State Of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -In -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 15th day of August 2015 4MERCHANTS C��i!!q'•• MERCHANTS NATIotNALNG CBONDANG� INC. �•`•�*-(1UIr.4 OR4� �O,NG p �y<: Qp ��rft 9� �°s:'cP i-.: 3E :�':�;'• ,:rte'-:'? _o_ r^•: ; xt 2 03 �.n q a'' 1933 .'c,- : BY STATE OF IOWA '•.,,,�•��•MNN.•'• • • ° ° . ° . COUNTY OF Dallas ss, President On this 15th day of August , 2015 , before me appeared Larry Taylor, to me personally known, who being by me sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. tiPai"gym WENDY WOODY " o Commission Numoer 784654 My Commission Expires P June 20 2017 Notary Publ County, Iowa (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this day of r• -PQ t L r DOTH POA 0014 (6/15) • ° O�I�G Cp,�A • 0'09 a' 1933 ; c; ••b,,� ... . , .1a4 l ° Secretary - 7. FOREIGN COR P ORh•rlpN Certificate of Authority N2 27479 RECEIVED MAR 13 1984 Be it Knowxl, 111at Visu-Sewer Clean & Seal, _Inc. whore corporate name in,1nerota il� ~�--' --- --• Visu-Sewer Clean &_ Seal Inc. a corporation of the State of Wisconsin ---- -_. incorporated on the 8th day of lkfay-- 14 75 , with ..Ver etual face iat therefrom, and which maintainr a registered o n t th`- `--- - existe��Ce e Slate of 1�j�,stresot,t nurnber405�2nd Aye. S. .Agent -C T Corpor�ftion ---i-. stem__Ine,� in the City of Minneapolis County of - Hennepin Pin rluly complied ivith the prozdfions of the Minnesota Forci r, "-`�--- - har 3(13, Minnesota ,Statutes, and is anthori�cd to do husi�0rrrh.�e�rt ith C all / "�r { po?rcrr, -iL,hts and privilckrcr and .mbier�t to the /i'nitatiort.r, dtr, , all the whirh by law appertain thereto. rr r and rent-irtiolrs *'r nem -1 ►rt subscribed and the seal of the State ture het-eun�o Of Minnesota hereunto a,(%ixed this fifteenth day of -r4 December the year ajour Lord ane thousand nine hundred aNd -- eiQhty- three , S - This eertlBcate dove not entitle this corporjtfon to tcarysact In Afinnwvta the 6ecretary of Stale uslnbank, trust conrrnny or a building and roan awctatlon ,nar t"ju: cn titch only g �y 3 Aa'?. OFFICE OF THE MINNESOTA SECRETARY OF STATE FOREIGN CORPORATION CEIt•I'1FICATE OF NAME CHANGE Minnesota Statutes, Chapter 303 Filing Fee: $50.00 READ THE INSTRUCTIONS BEFORE COMPLETING THIS FORM 1. Name of Corporation in Home Jurisdiction: (Required) �Visu-Sewer Clean & Seal, Inc. List the name of this company prior to filing this amendment 2. Alternate Name used in Minnesota (if applies): (Optional) If applicable, list the alternate name used in Minnesota prior to filing this amendment 3. Governed under the Laws of: wisconsi❑ 4. A Name Change Amendment has been Filed and Recorded in the Corporation's Home Jurisdiction. Corporation Name is changed to: Visu Sewer, Inc. List the name currently filed in the home jurisdiction Alternate Name to be used in Minnesota, if applicable: (Note: This is only required if the corporate name is unavailable in Minnesota or an appropriate entity designation is not provided) This amendment has been approved pursuant to Minnesota Statutes Chapter 303. By filing this name change, the corporation certifies that it has obtained and possesses a certificate to that effect authenticated by the proper officer of the state or country under the laws of which the corporation is organized. 1 certify that 1 am authorized to execute this amendment and I further certify that I understand that by signing this amendment, I am subject to the penalties of perjury as set forth in Minnesota Statutes Section 609.48 as if I had signed this amendment under oath. Signature: Contact Name: Contact Phone Number E -Mail Address: Keith Alexander Pretside.nt SecretW of State h-oretgncurprrumecirnriE,crHr�• YOA' SECTION 00 52 10 AGREEMENT FORM THIS AGREEMENT is by and between the City of New Hope, Minnesota (hereinafter called Owner) and Visu-Sewer, Inc. (hereinafter called Contractor). Owner and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: PART 1 WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract documents. The Work is generally described as follows: rehabilitation of the sanitary sewer by installing cured in- place liner. PART 2 THE PROJECT 2.01 The Project for which the Work under the Contract documents maybe the whole or only a part is generally described as follows: 2017 & 2018 Sanitary Sewer Lining for the City of New Hope, Minnesota, City Project No. 996. PART 3 ENGINEER 3.01 The Project has been designed by Stantec (Engineer), who is to act as Owner's representative, assume all duties and responsibilities, and will 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. PART 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 Start Construction, Substantial Completion, and Final Payment A. Start Construction: For Part 1 (2017 Lining Area) - July 10, 2017. No Work can begin before this date. B. Start Construction: For Part 2 (2018 Lining Area) - July 9, 2018. No Work can begin before this date. C. The Work included in Part 1 will be Substantially Completed on or before November 17, 2017. The Work included in Part 2 will be Substantially Completed on or before November 16, 2018. All work in the Project will be completed and ready for Final Payment in accordance with Paragraph 14.07 of the General Conditions on or before December 8, 2018. D. Substantial Completion has been defined in the Supplementary Conditions. AGREEMENT FORM © 2017 Stantec 1 193803860 0052 10- 1 4.03 Liquidated Damages A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty), Contractor shall pay Owner $100 for each day that expires after the time specified in Paragraph 4.02 for Milestones and Substantial Completion until the Work is Substantially Complete. After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Time or any proper extension thereof granted by Owner, Contractor shall pay Owner $100 for each day that expires after the time specified in Paragraph 4.02 for completion and readiness for Final Payment until the Work is completed and ready for Final Payment. PART 5 CONTRACT PRICE 5.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract documents an amount in current funds as follows: A. For all Work at the prices stated in Contractor's Bid, attached hereto as an exhibit. 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. Original Contract Amount is based on the Total Base Bid Amount of Two Hundred Seventy - Seven Thousand, Four Hundred Twenty -Seven Dollars and Eighty Cents ($277,427.80). PART 6 PAYMENT PROCEDURES 6.01 Submittal and processing of payments A. Contractor shall submit Applications for Payment 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 shall make progress payments on account of the Contract Price on the basis of Contractor's Applications for Payment, monthly during performance of the Work as provided in Paragraphs 6.02.A 1 and 6.02.A2 below. All such payments will be measured by the Schedule of Values established in Paragraph 2.07.A of the General Conditions (and in the case of Bid Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided in the 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 limited to liquidated damages, in accordance with Paragraph 14.02 of the General Conditions: AGREEMENT FORM © 2017 Stantec 1 193803860 005210-2 a. 95 percent of Work completed (with the balance being retainage). b. 95 percent of cost of materials and equipment not incorporated in the Work (with the balance being retainage). 2. Upon Substantial Completion, Owner shall pay an amount sufficient to increase total payments to Contractor to 100 percent of the Work completed, less such amounts as Engineer shall determine in accordance with Paragraph 14.02.B.5 of the General Conditions and less 200 percent of Engineer's estimate of the value of Work to be completed or corrected as shown on the tentative list of items to be completed or corrected attached to the certificate of Substantial Completion. 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. PART 7 INTEREST 7.01 All moneys not paid when due, as provided in article 14 of the general conditions, shall bear interest at the maximum rate allowed by law at the place of the Project. PART 8 CONTRACTOR'S REPRESENTATIONS 8.01 In order to induce Owner 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 carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site, and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities), if any, that have been identified in the Supplementary Conditions as containing reliable "technical data," and (2) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Supplementary Conditions as containing reliable "technical data." E. Contractor 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 precaution programs. AGREEMENT FORM © 2017 Stantec 1 193803860 005210-3 F. Based on the information and observations referred to in Paragraph 8.01.E above, Contractor does not consider that any 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. G. Contractor 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 Contract Documents. H. 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. I. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. PART 9 CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement. 2. Performance Bond, Payment Bond, and other Bonds. 3. General Conditions. 4. Supplementary Conditions. 5. Specifications as listed in the table of contents of the Project Manual. 6. Drawings bearing the following general title: 2017 & 2018 Sanitary Sewer Lining. 7. Addenda (None). 8. Exhibits to this Agreement (enumerated as follows): a. Contractor's Bid Form. b. Documentation submitted by Contractor prior to Notice of Award. 9. 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. b. Work Change Directives. c. Change Order(s). B. The documents listed in Paragraph 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. PART 10 MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions. AGREEMENT FORM © 2017 Stantec 1 193803860 0052 10-4 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 A. Owner and Contractor each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, osstgns, 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 and Contractor, who agree 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. AGREEMENT FORM © 2017 Stantec 1 193803860 005210-5 IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement. Counterparts have been delivered to Owner and Contractor. All portions of the Contract Documents have been signed or have been identified by Owner and Contractor or on their behalf. This Agreement will be effective on Aril 24, 2017 (which is the Effective Date of the Agreement). Owner: City, o w Kope, Minnesota By: Attest: Address for giving notices: City Clerk City of New Hope 4401 Xylon Avenue North New Hope, MN 55428 Designated Representative: Name: Kirk McDonald Title: City Manager Address: 4401 Xylon Avenue N New Hope, MN 55428 Phone: 763-531-5100 Facsimile: 763-531-5136 Contractor: Visu-Sewer, Inc. By: `tA ; Attest: JAME RKETICH, CORPORATE SECRETARY Address for giving notices: W230 N4855 BETKER DRIVE PEWAUKEE, WI 53072 License No.: N/A (Where Applicable) Designated Representative: Name: PETE BAUMANN Title: ESTIMATOR/PROJECT MANAGER Address: W230N4855 BETKER DRIVE PEWAUKEE WI 53072 Phone: 262-695-2340 Facsimile: 262-695-2359 END OF SECTION AGREEMENT FORM 0 2017 Stantec 1 193803860 005210-6 PERFORMANCE BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. CONTRACTOR (Name and ,Address): Visu-Sewer, Inc. W230 N5855 Betker Rd., Pewaukee WI 53072 O WNER (Nirrne and -1 ddress): City of New Hope 4401 Xylon Avenue North, New Hope MN 55428 CONTRACT Effe mive Date of A Bement 04/27/17 SURETY (Name, and Address off'r•incipal Place af'Business): Merchants Bonding Company (Mutual) PO Box 14498, Des Moines IA 50306 c gr Amount: $277,427.80 Description (Alame and Location): 2017 & 2018 Sanitary Sewer Lining BOND Bond Number: MNC67541 Date (Nat earlier them Effective Date of !Agreement): 04/27/17 Amount: $277,427.80 Modifications to this Bond Forni: None 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 Visu-Sewer, Inc. Contractor's am and Corporate Seal By: OA—r")(" l Signature SURETY (Seal) Merchants Bonding Company (M KELT N Print Name �I2�Stn�N� Title Surety's Name and CoCorporate.Sea By:L�J�n . &JI Attest: Attest �Ignature �M�S S_ S��K1;Tt(,l+ Signature (Attach Power of Debbra A. Hinkes Print Name Attorney -in -Fact Title Sign, tore Title Nate: Provide execution 61, additional parties, such as joint venturers, if necessary. F.JCDC C-610 Performance Bond (2007) Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.13 Page i of 3 Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner for the performance of the Contract, which is incorporated herein by reference. 1. If Contractor perforins the Contract, Surety and Contractor have no obligation under this Bond, except to participate in conferences as provided in Paragraph 2.1. 2. If there is no Owner Default, Surety's obligation under this Bond shall arise after: 2.1 Owner has notified Contractor and Surety, at the addresses described in Paragraph 9 below, that Owner is considering declaring a Contractor Default and has requested and attempted to arrange a conference with Contractor and Surety to be held not later than 15 days after receipt of such notice to discuss methods of performing the Contract. If Owner, Contractor, and Surety agree, Contractor shall be allowed a reasonable time to perform the Contract, but such an agreement shall not waive Owner's right, if any, subsequently to declare a Contractor Default; and 2.2 Owner has declared a Contractor Default and formally terminated Contractor's right to complete the Contract. Such Contractor Default shall riot be declared earlier than 20 days after Contractor and Surety have received notice as provided in Paragraph 2.1; and 2.3 Owner has agreed to pay the Balance of the Contract Price to: 1. Surety in accordance with the terms of the Contract; or 2. Another contractor selected pursuant to Paragraph 3.3 to perform the Contract. 3. When Owner has satisfied the conditions of Paragraph 2, Surety shall promptly, and at Surety's expense, take one of the following actions: 3.1 Arrange for Contractor, with consent of Owner, to perform and complete the Contract; or 3.2 Undertake to perform and complete the Contract itself, through its agents or through independent contractors; or 3.3 Obtain bids or negotiated proposals from qualified contractors acceptable to Owner for a contract for performance and completion of the Contract, arrange for a contract to be prepared for execution by Owner and contractor selected with Owner's concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Contract, and pay to Owner the amount of damages as described in Paragraph 5 in excess of the Balance of the Contract Price incurred by Owner resulting from Contractor Default; or 3.4 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances: 1. After investigation, determine the amount for which it may be liable to Owner and, as soon as practicable after the amount is determined, tender payment therefor to Owner; or 2. Deny liability in whole or in part and notify Owner citing reasons therefor. 4. If Surety does not proceed as provided in Paragraph 3 with reasonable promptness, Surety shall be deemed to be in default on this Bond 15 days after receipt of an additional written notice from Owner to Surety demanding that Surety perforro its obligations under this Bond, and Owner shall be entitled to enforce any remedy available to Owner. If Surety proceeds as provided in Paragraph 3.4, and Owner refuses the payment tendered or Surety has denied liability, in whole or in part, without further notice Owner shall be entitled to enforce any remedy available to Owner, 5. After Owner has terminated Contractor's right to complete the Contract, and if Surety elects to act under Paragraph 3.1, 3.2, or 3.3 above, then the responsibilities of Surety to Owner shall not be greater than those of Contractor under the Contract, and the responsibilities of Owner to Surety shall not be greater than those of Owner under the Contract. To the limit of the amount of this Bond, but subject to commitment by Owner of the Balance of the Contract Price to mitigation of costs and damages on the Contract, Surety is obligated without duplication for: EJCUC C-610 Performance Bond (2007) Prepared by The Engineers Joint Contract Documents Committee. 00 611113 Page 2 of 3 5.1 The responsibilities of Contractor for correction of defective Work and completion of the Contract; 5.2 Additional legal, design professional, and delay costs resulting from Contractor's Default, and resulting from the actions of or failure to act of Surety under Paragraph 3; and 5.3 Liquidated damages, or if no liquidated damages are specified in the Contract, actual damages caused by delayed performance or non-performance of Contractor. 6. Surety shall not be liable to Owner or others for obligations of Contractor that are unrelated to the 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 Owner or its heirs, executors, administrators, or successors. 7. Surety hereby waives notice of any change, including changes of time, to Contract or to related subcontracts, purchase orders, and other obligations. &. 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 Contractor Default or within two years after Contractor ceased working or within two years after 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 period of limitation available to sureties as a defense in the jurisdiction of the suit shall be applicable. 9. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the address shown on the signature page. 10. When this Bond has been firrnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision in this Bond conflicting with said statutory requirement shall be deemed deleted herefroln and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory bond and not as a common law bond. H.. Definitions. 11.1 Balance of the Contract Price: The total amount payable by Owner to Contractor under the Contract after all proper adjustments have been made, including allowance to Contractor of any amounts received or to be received by Owner in settlement of insurance or other Claims for damages to which Contractor is entitled, reduced by all valid and proper payments made to or on. behalf of Contractor under the Contract. 11.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 11.3 Contractor Default: Failure of Contractor, which has neither been remedied nor waived, to perform or otherwise to comply with the terms of the Contract. 11.4 Owner Default: Failure of Owner, which has neither been remedied nor waived, to pay Contractor as required by the Contract or to perforin and complete or otherwise comply with the other terms thereof. FOR 1NFORMATTON ONLY — (Name, Address and Telephone) Surety Agency or Broker: Owner's Representative {,t:'rx>ainc�4�r or other par_(u)) LJCDC C-610 Performance Bond (2407) Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.13 Pace 3 of 3 PAYMENT BOND Any singular reference to Contractor, Surety, Owner, or other party shall be considered plural where applicable. CONTRACTOR (flame and Address): Visu-Sewer, Inc. W230 N5855 Betker Rd., Pewaukee WI 53072 OWNER (Name and Address): City of New Hope 4401 Xylon Avenue North, New Hope MN 55428 CONTRACT Effective Date of Agreement: 04/27/17 Amount: $277,427.80 SURETY (Name, and Address of'Principal Place of Business): Merchants Bonding Company (Mutual) PO Box 14498, Des Moines IA 50306 Description (Nctrne and Location)_, 2017 & 2018 Sanitary Sewer Lining BOND Bond Number: MNC67541 Date (Nat earlier than Effective Date of Agreement) : 04127117 Amount: $277,427.80 Modifications to this Bond Foi-ai: None 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: Visu-Sewer, Inc. (Seal) Contractor's Name and Corporate Seal 4 1 Signature KS L—K AA 'Print Name pp--= S i V).ii;, �rt Title SURETY N S 8O 'I"', Merchants Bonding Company (Mutu,0►i� \P '"' IN �Nly`�'� Surety's Name and Corporate Sedco,;' n ' . €O Signature (Attach Power o , ttbmcy) ................. Debbra A. Hinkes Print Name Attest:�� Attest Si 3AAAGS rj_ SP-KETIG� Attorney -in -Fact Title Signer Title Note: Provide execution by additional parties, such as joint venturers, if necessary. EJCDC C-615 'Payment Bond (2007) Prepared by the Engineers Joint Contract Documents Committee, 00 61 13.16 Page 1 of 3 1. Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to Owner to pay for labor, materials, and equipment furnished by Claimants for use in the performance of the Contract, which is incorporated herein by reference. 2. With respect to Owner, this obligation shall be null and void if Contractor: 2.1 Promptly makes payment, directly or indirectly, for all sums due Claimants, and 2.2 Defends, indemnifies, and holds harmless Owner from all claims, demands, liens, or suits alleging non-payment by Contractor by any person or entity who furnished labor, materials, or equipment for use in the performance of the Contract, provided Owner has promptly notified Contractor and Surety (at the addresses described in. Paragraph 12) of any claims, demands, liens, or suits and tendered defense of such claims, demands, liens, or suits to Contractor and Surety, and provided there is no Owner Default. 3. With respect to Claimants, this obligation shall be null and void if Contractor promptly makes payment, directly or indirectly, for all sums due. 4. Surety shall have no obligation to Claimants under this Bond until: 4.1 Claimants who arc employed by or have a direct contract. with Contractor have given notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and, with substantial accuracy, the amount of the claim. 4.2 Claimants who do not have a direct contract with Contractor: 1. Have fitrnished written notice to Contractor and sent a copy, or notice thereof, to Owner, within 90 days after having last performed labor or last furnished materials or equipment included in the claim stating, with substantial accuracy, the amount of the claim and the name of the party to whom the materials or equipment were furnished or supplied, or for whom the labor was done or performed; and 2. Have either received a rejection in whole or in part from Contractor, or not received within 30 days of furnishing the above notice any communication from Contractor by which Contractor had indicated the claim will be paid directly or indirectly; and 3. Not having been paid within the above 30 days, have sent a written notice to Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof, to Owner, stating that a claim is being made under this Bond and enclosing a copy of the previous written notice furnished to Contractor. 5. If a notice by a Claimant required by Paragraph 4 is provided by Owner to Contractor or to Surety, that is sufficient compliance. 6. When a Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at Surety's expense take the following actions: 6.1 Send an answer to that Claimant, with a copy to Owner., within 45 days after receipt of the claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed. 6.2 Pay or arrange for payment of any undisputed amounts. 7. Surety's total obligation shall not exceed the amount of this Bond, and the amount of this Bond shall be credited for any payments made in good faith by Surety. 8. Amounts owed by Owner to Contractor under the Contract shall be used for the performance of the Contract and to satisfy claims, if any, under any performance bond. By Contractor furnishing and Owner accepting this Bond, they agree that all funds earned by Contractor in the performance of the Contract are dedicated to satisfy obligations of Contractor and Surety under this Bond, subject to Owner's priority to use the funds for the completion of the Work. EJCDC C-615 Payment Road (2007) Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.16 Page 2of3 9. Surety shall not be liable to Owner, Claimants, or others for obligations of Contractor that are unrelated to the Conti -act. Owner shall not be liable for payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligations to make payments to, give notices on behalf of, or otherwise have obligations to Claimants under this Bond. 10. Surety hereby waives notice of any change, including changes of time, to the Contract or to related subcontracts, purchase orders, and other obligations. 11. No suit or action shall be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in die location in which the Work or part of the Work is located or after the expiration of one year from the date (1) on which the Claimant gave the notice required by Paragraph 4.1 or Paragraph 4.2.3, 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 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. 12. Notice to Surety, Owner, or Contractor shall be mailed or delivered to the addresses shown. on the signature page. Actual receipt of notice by Surety, Owner, or Contractor, however accomplished, shall be sufficient compliance as of the date received at the address shown on the signature page. 13. When this Bond has been furnished to comply with a statutory requirement in the location where the Contract was to be performed, any provision. in this Bond conflicting with said statutory requirement shall be deemed deleted herefrom and provisions conforming to such statutory requirement shall be deemed incorporated herein. The intent is that this Bond shall be construed as a statutory Bond and not as a common law bond, 14. Upon request of any person or entity appearing to be a potential beneficiary of this Bond, Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made. 15. Definitions 15.1 Claimant: An individual or entity having a direct contract with Contractor, or with a first-tier subcontractor of Contractor, to furnish labor, materials, or equipment fir use in the performance of the Contract. The intent of this Bond shall be to include without limitation in the terms "labor, materials or equipment" that part of water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Contract, architectural and engineering services required for performance of the Work of Contractor and 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. 15.2 Contract: The agreement between Owner and Contractor identified on the signature page, including all Contract Documents and changes thereto. 15.3 Owner Default: Failure of Owner, which has neither been remediednor waived, to pay Contractor as required by the Contract, or to perform and complete or otherwise comply with the other terms thereof. FOR INFORMATION ONLY -- (Name, Address, and Telephone) Surety Agency or Broker: Owner's Represvrltative (EmgTinevr or other): EJC -DC C-615 Payment Hand (2007) Prepared by the Engineers Joint Contract Documents Committee. 00 61 13.16 Page 3 of 3 MERCHANTS BONDING COMPANY:, POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING. INC., both being corporations of the State of Iowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Debbra A Hinkes; Pamela M Hineman; Robert M Tortelli their true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver on behalf of the Companies, as Surety, bonds, undertakings and other written obligations in the nature thereof, subject to the limitation that any such instrument shall not exceed the amount of: TWENTY-FIVE MILLION ($25,000,000.00) DOLLARS This Power -of -Attorney is granted and is signed and sealed by facsimile under and by authority of the following By -Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and adopted by the Board of Directors of Merchants National Bonding, Inc., on October 24, 2011. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys -in -Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney -in -Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney -in -Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner - Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to the modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 15th day of August , 2015 ... �rUbrrly. '=. ........ ' C04jA MERCHANTS BONDING COMPANY (MUTUAL) .144 . SPO ' •.O = � #O�NG •• .Q,O. (iPOq .9 MERCHANTS NATIONAL BONDING, INC. u 203 a' 1933 STATE OF IOWA 7Y COUNTY OF Dallas ss. President On this 15th day of August . 2015 , before me appeared Larry Taylor, to me personally known, who being by me sworn did say that he is President of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. w^<s WENDY WOODY v Commission Number 784654 My Commission Expires oWa June 20; 2017 Notary Pubtr , County, Iowa (Expiration of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of the MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. 1 l In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on thi�� y of � C�,v I *1 t 14 ;��:vo�ORgr'a1, = x� _ 24J3 ,� • c POA 0014 (6/15) A' :0o- JkP0,9 q•• y;.lirtP 1933 c; Secretary 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 � 6ENfA,� o °Py AC E C !2 m I S� A+w x •-A, t ,, (n, oc lieu•., : •w Comm, es Sana � AMF�l6�•,a MM.— American ASCE American Society National Society of of Civil Engineers 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 IV 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. 00 72 05 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.nMe.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.or,Q 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. 00 72 05 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Tenninology................................................................................................. 1 1.01 Defined Terms.................................................................................................................... 1 1.02 Terminology........................................................................................................................5 Article 2 — Preliminary Matters............................................................................................................... 6 2.01 Delivery of Bonds and Evidence of Insurance...................................................................... 6 2.02 Copies of Documents.......................................................................................................... 6 2.03 Commencement of Contract Times; Notice to Proceed........................................................ 6 2.04 Starting the Work................................................................................................................ 7 2.05 Before Starting Construction............................................................................................... 7 2.06 Preconstruction Conference; Designation of Authorized Representatives ............................. 7 2.07 Initial Acceptance of Schedules........................................................................................... 7 Article 3 — Contract Documents: Intent, Amending, Reuse.................................................................... 8 3.01 Intent.................................................................................................................................. 8 3.02 Reference Standards............................................................................................................ 8 3.03 Reporting and Resolving Discrepancies............................................................................... 9 3.04 Amending and Supplementing Contract Documents............................................................ 9 3.05 Reuse of Documents......................................................................................................... 10 3.06 Electronic Data................................................................................................................. 10 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points................................................................................................. 11 4.01 Availability of Lands......................................................................................................... 11 4.02 Subsurface and Physical Conditions................................................................................... 11 4.03 Differing Subsurface or Physical Conditions...................................................................... 12 4.04 Underground Facilities...................................................................................................... 13 4.05 Reference Points............................................................................................................... 14 4.06 Hazardous Environmental Condition at Site...................................................................... 14 Article 5 — Bonds and Insurance........................................................................................................... 16 5.01 Performance, Payment, and Other Bonds........................................................................... 16 5.02 Licensed Sureties and Insurers........................................................................................... 16 5.03 Certificates of Insurance.................................................................................................... 17 5.04 Contractor's Insurance...................................................................................................... 17 5.05 Owner's Liability Insurance............................................................................................... 19 5.06 Property Insurance............................................................................................................ 19 5.07 Waiver of Rights............................................................................................................... 20 5.08 Receipt and Application of Insurance Proceeds.................................................................. 21 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 00 72 05 5.09 Acceptance of Bonds and Insurance; Option to Replace .................................................... 21 5.10 Partial Utilization, Acknowledgment of Property Insurer ................................................... 22 Article 6 - Contractor's Responsibilities............................................................................................... 22 6.01 Supervision and Superintendence...................................................................................... 22 6.02 Labor; Working Hours...................................................................................................... 22 6.03 Services, Materials, and Equipment................................................................................... 23 6.04 Progress Schedule............................................................................................................. 23 6.05 Substitutes and "Or-Equals".............................................................................................. 23 6.06 Concerning Subcontractors, Suppliers, and Others............................................................ 26 6.07 Patent Fees and Royalties.................................................................................................. 27 6.08 Permits..............................................................................................................................28 6.09 Laws and Regulations....................................................................................................... 28 6.10 Taxes................................................................................................................................ 28 6.11 Use of Site and Other Areas.............................................................................................. 28 6.12 Record Documents............................................................................................................ 29 6.13 Safety and Protection........................................................................................................ 29 6.14 Safety Representative........................................................................................................ 30 6.15 Hazard Communication Programs..................................................................................... 31 6.16 Emergencies......................................................................................................................31 6.17 Shop Drawings and Samples............................................................................................. 31 6.18 Continuing the Work......................................................................................................... 33 6.19 Contractor's General Warranty and Guarantee.................................................................. 33 6.20 Indemnification................................................................................................................. 34 6.21 Delegation of Professional Design Services....................................................................... 34 Article 7 - Other Work at the Site........................................................................................................ 35 7.01 Related Work at Site......................................................................................................... 35 7.02 Coordination.....................................................................................................................36 7.03 Legal Relationships........................................................................................................... 36 Article 8 - Owner's Responsibilities..................................................................................................... 36 8.01 Communications to Contractor.......................................................................................... 36 8.02 Replacement of Engineer................................................................................................... 37 8.03 Furnish Data..................................................................................................................... 37 8.04 Pay When Due.................................................................................................................. 37 8.05 Lands and Easements; Reports and Tests........................................................................... 37 8.06 Insurance.......................................................................................................................... 37 8.07 Change Orders.................................................................................................................. 37 8.08 Inspections, Tests, and Approvals..................................................................................... 37 8.09 Limitations on Owner's Responsibilities............................................................................ 37 8.10 Undisclosed Hazardous Environmental Condition.............................................................. 38 8.11 Evidence of Financial Arrangements.................................................................................. 38 8.12 Compliance with Safety Program....................................................................................... 38 Article 9 - Engineer's Status During Construction................................................................................ 38 9.01 Owner's Representative.................................................................................................... 38 EJCDC C-700 Standard General Conditions ofthe Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page ii 00 72 05 9.02 Visits to Site..................................................................................................................... 38 9.03 Project Representative....................................................................................................... 39 9.04 Authorized Variations in Work.......................................................................................... 39 9.05 Rejecting Defective Work................................................................................................. 39 9.06 Shop Drawings, Change Orders and Payments.................................................................. 39 9.07 Determinations for Unit Price Work.................................................................................. 40 9.08 Decisions on Requirements of Contract Documents and Acceptability of Work ................. 40 9.09 Limitations on Engineer's Authority and Responsibilities................................................... 40 9.10 Compliance with Safety Program....................................................................................... 41 Article 10 - Changes in the Work; Claims............................................................................................. 41 10.01 Authorized Changes in the Work....................................................................................... 41 10.02 Unauthorized Changes in the Work................................................................................... 41 10.03 Execution of Change Orders.............................................................................................. 41 10.04 Notification to Surety........................................................................................................ 42 10.05 Claims............................................................................................................................... 42 Article 11 - Cost of the Work; Allowances; Unit Price Work................................................................ 43 11.01 Cost of the Work.............................................................................................................. 43 11.02 Allowances....................................................................................................................... 46 11.03 Unit Price Work................................................................................................................ 46 Article 12 - Change of Contract Price; Change of Contract Times ........................................................ 47 12.01 Change of Contract Price.................................................................................................. 47 12.02 Change of Contract Times................................................................................................. 48 12.03 Delays............................................................................................................................... 48 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work .................. 49 13.01 Notice of Defects.............................................................................................................. 49 13.02 Access to Work................................................................................................................. 49 13.03 Tests and Inspections........................................................................................................ 49 13.04 Uncovering Work.............................................................................................................. 50 13.05 Owner May Stop the Work............................................................................................... 51 13.06 Correction or Removal of Defective Work........................................................................ 51 13.07 Correction Period.............................................................................................................. 51 13.08 Acceptance of Defective Work.......................................................................................... 52 13.09 Owner May Correct Defective Work................................................................................. 52 Article 14 - Payments to Contractor and Completion........................................................................... 53 14.01 Schedule of Values............................................................................................................ 53 14.02 Progress Payments............................................................................................................ 53 14.03 Contractor's Warranty of Title.......................................................................................... 56 14.04 Substantial Completion...................................................................................................... 56 14.05 Partial Utilization.............................................................................................................. 57 14.06 Final Inspection................................................................................................................. 58 14.07 Final Payment ................................................ .................................................................... 58 14.08 Final Completion Delayed................................................................................................. 59 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pace iii 00 72 05 14.09 Waiver of Claims............................................................................................................... 59 Article 15 — Suspension of Work and Termination................................................................................ 60 15.01 Owner May Suspend Work............................................................................................... 60 15.02 Owner May Terminate for Cause....................................................................................... 60 15.03 Owner May Terminate For Convenience........................................................................... 61 15.04 Contractor May Stop Work or Terminate.......................................................................... 61 Article16 — Dispute Resolution............................................................................................................ 62 16.01 Methods and Procedures................................................................................................... 62 Article17 — Miscellaneous.................................................................................................................... 62 17.01 Giving Notice.................................................................................................................... 62 17.02 Computation of Times....................................................................................................... 63 17.03 Cumulative Remedies........................................................................................................ 63 17.04 Survival of Obligations...................................................................................................... 63 17.05 Controlling Law................................................................................................................ 63 17.06 Headings........................................................................................................................... 63 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page iv 00 72 05 ARTICLE 1— 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. Paee 1 of 62 00 72 05 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pase 2 of 62 00 72 05 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. 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright© 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 3 of 62 7205 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. 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pace 4 of 62 00720 construction, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 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 1.02.13 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: 1. 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. Pace 5 of 62 00 72 05 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. Page 6 of 62 00 72 05 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 7 of 62 00 72 05 complete 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 1. 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, EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Paee 8 of 62 00 7205 employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the 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. Page 9 of 62 00 72 05 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. Pace 10 of 62 00 72 05 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 or contiguous to the Site; and 2. those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). 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. Page 11 of 62 00 72 05 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: 1. 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. Pa¢e 12 of 62 00 72 05 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. Page 13 of 62 7 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. Paee 14 of 62 00 72 05 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 15 of 62 00 72 05 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. 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 4.06.11 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 Est 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 5.01.13, 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 16 of 62 00 72 05 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 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: 1. 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. Page 17 of 62 7205 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. Paee 18 of 62 00 72 05 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: 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. Pace 19 of 62 00 72 05 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. Page 20 of 62 00 72 05 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pace 21 of 62 00 72 05 and insurance required of such party by the Contract Documents, such party shall notify the other 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. Paee 22 of 62 00 72 05 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 Tunes. 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. 1. "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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pace 23 of 62 00 72 05 for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a 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; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 24 of 62 00 72 05 2) will state: 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 6.05.13. 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 25 of 62 00 72 05 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. 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 6.06.13), 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Paee 26 of 62 00 72 05 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. 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 27 of 62 00 72 05 Work of any invention, design, process, product, or device not specified in the Contract Documents. 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 28 of 62 00 72 05 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. 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 29 of 62 00 72 05 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 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. Page 30 of 62 00 72 05 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. Page 31 of 62 00 72 05 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 32 of 62 00 72 05 each 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. Pace 33 of 62 00 72 05 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pate 34 of 62 00 72 05 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, 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 35 of 62 00 72 05 affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 36 of 62 00 72 05 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. 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 37 of 62 00 72 05 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. 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Paee 38 of 62 00 72 05 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. 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Prize 39 of 62 00 72 05 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 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Paae 40 of 62 00 72 05 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. 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: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pace 41 of 62 00 72 05 1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.0l.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. 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 12.02.13. 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). EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Palle 42 of 62 00 72 05 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 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 11.01 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 11.0l.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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Paee 43 of 62 00 72 05 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. 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 44 of 62 00 72 05 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. 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pate 45 of 62 00 72 05 D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.0 LA 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 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 46 of 62 00 72 05 D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if - 1. f 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 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 12.0I.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 11.0I.A.1 and 11.0I.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; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pace 47 of 62 00 72 05 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 11.0l.A.1 and 11.0l.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 11.0l.A.4, 11.0l.A.5, and 11.0l.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 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 12.0l.C.2.a through 12.0l.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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 48 of 62 00 72 05 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. 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 13.03.1) below; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pace 49 of 62 00 72 05 2. that costs incurred in connection with tests or inspections conducted pursuant to Paragraph 13.04.13 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. 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 50 of 62 00 72 05 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, 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 6.1 LA 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright 0 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pace 51 of 62 00 72 05 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 ran 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. 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Paee 52 of 62 00 72 05 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 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 53 of 62 00 72 05 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: 1. 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. 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pace 54 of 62 00 72 05 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 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; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 55 of 62 00 72 05 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. 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Paae 56 of 62 00 72 05 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. 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: 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 57 of 62 00 72 05 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. 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 5.04.13.6; 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Paae 58 of 62 00 72 05 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. ue: 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 (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 5.0 1, 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 Z. 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. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Pase 59 of 62 00 72 05 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 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 60 of 62 00 72 05 remedies under this Paragraph, Owner shall not be required to obtain the lowest price for the Work performed. D. Notwithstanding Paragraphs 15.02.13 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 15.02.13 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): 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, EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 61 of 62 00 72 05 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. 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 10.05.1) 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: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 62 of 62 00 72 05 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 snail, 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. 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. Page 63 of 62 00 72 05 This Page Left Blank Intentionally SECTION 00 73 05 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. C-700, 2007 Edition) and other provisions of the Contract Documents as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. The terms used in these Supplementary Conditions have the meanings stated 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. ARTICLE 1 - DEFINITIONS AND TERMINOLOGY SC -1.01.A.44 Add the following language at the end of the definition of Substantial Completion: The Work is considered Substantially Complete when the following have been completed: 1. The sanitary sewer cured in-place lining has been completed. 2. The City has received the pre and post televising videos, reports, images, and identification spreadsheet. SC -1.02 Add the following new paragraph immediately after Paragraph 1.02.F: G. The Specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words "shall be" are included by inference where a colon (:) is used within sentences or phrases. ARTICLE 2 - PRELIMINARY MATTERS SC -2.02 Owner shall furnish to Contractor 1 printed copy and 1 electronic (PDF) version of the Contract Documents. Additional printed copies may be obtained as directed in the Invitation for Quotes. Limitations of use of electronic and printed documents are described in the Instructions to Bidders, General Conditions. ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS SC -4.02 Delete Paragraphs 4.02.A and 4.02.8 in their entirety and insert the following: A. No reports of explorations or tests of subsurface conditions at or contiguous to the Site, or drawings of physical conditions relating to existing surface or subsurface structures at the Site, are known to Owner. SUPPLEMENTARY CONDITIONS © 2017 Stantec 1 193803860 00 73 05 - 1 SC -4.06 Delete Paragraphs 4.06.A and 4.06.6 in their entirety and insert the following: A. No reports or drawings related to Hazardous Environmental Conditions at the Site are known to Owner. B. Not Used. ARTICLE 5 - BONDS AND INSURANCE SC -5.01 Add the following new paragraph immediately after Paragraph 5.01.C: D. Separate Performance and Payment Bonds should be submitted utilizing EJCDC Form C-610 and C-615 (2007 Edition) or a similar bond form if approved by Owner. SC -5.04 Add the following new paragraph immediately after Paragraph 5.04.8: 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: 1. Worker's Compensation and related coverages under Paragraphs 5.04.A.1 and A.2 of the General Conditions a. State Statutory b. Applicable Federal (e.g., Longshoreman's) Statutory c. Employer's Liability $1,000,000 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 and eliminate the exclusion with respect to property under the care, custody and control of Contractor a. General Aggregate $2,000,000 b. Products - Completed Operations Aggregate $1,000,000 c. Personal and Advertising Injury $1,000,000 d. Each Occurrence (Bodily Injury and Property Damage) $2,000,000 e. Property Damage liability insurance will provide Explosion, Collapse, and Underground coverages where applicable. f. Excess or Umbrella Liability 1) General Aggregate $1,000,000 2) Each Occurrence $1,000,000 Umbrella excess liability shall be a combined single limit which shall provide excess liability insurance over Commercial General Liability, Comprehensive Automobile Liability, and Employers Liability. 3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions: a. Combined Single Limit - Bodily injury and property damage. All owned, non -owned, and hired vehicles. $2,000,000 4. The Contractual Liability coverage required by Paragraph 5.04.8.4 of the General Conditions shall provide coverage for not less than the following amounts: a. Bodily Injury: Each Person $1,000,000 Each Accident $1,000,000 b. Property Damage: Each Accident $1,000,000 Annual Aggregate $1,000,000 SUPPLEMENTARY CONDITIONS © 2017 Stantec 1 193803860 007305-2 The following persons or entities shall be included as additional insured on the Commercial Liability, Comprehensive Automobile Liability, and Umbrella Excess Liability. This coverage shall be primary and noncontributory: a. Owner b. Engineer SC -5.06.A Amend the first sentence of Paragraph 5.06.A to read: A. Contractor shall purchase and maintain during the entire construction period a Builders Risk Property Insurance Policy in the amount of the full replacement cost of the entire Work at the Site. The insurance policy shall comply with the provisions of Paragraph 5.06.A1 through 5.06.A7. A minimum deductible of $1,000 each claim shall apply to this insurance and the risk of loss of the applicable deductible shall be born by Contractor, subcontractor, or others suffering such loss. In addition, the provisions of Paragraphs 5.07, 5.09, and 5.10 shall apply with the exception that Contractor shall act as fiduciary for the insureds as their interest may appear and adjust the loss with the insurance company. SC -5.06.A Add the following new item immediately after Item 5.06.A7: 8. The Builder's Risk Insurance required herein shall apply to projects involving construction of structures and buildings only. The requirements of this Section shall be waived on projects involving only underground utilities, grading, street improvements, and similar construction work but any damage or loss to property shall be at the sole responsibility of Contractor until final acceptance of the Work. 9. Comply with the requirements of Paragraph 5.06C of the General Conditions. ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES SC -6.06 Add the following new paragraphs immediately after Paragraph 6.06.G: H. Pursuant to Minnesota Statute, Contractor shall be fully responsible to pay subcontractors, suppliers, and other entities within 10 days of the Contractor's receipt of payment for undisputed services provided by the subcontractor, supplier, or other entity. Contractor shall pay interest of 1-1 /2 percent per month or any part of a month to the subcontractor, supplier, or other entity on any amount not paid on time to the subcontractor, supplier, or other entity. The minimum monthly interest penalty payment for an unpaid balance of $100 or more is $10. For an unpaid balance of less than $100, the Contractor shall pay the actual penalty due to the subcontractor, supplier, or other entity. A subcontractor, supplier, or other entity who prevails in a civil action to collect interest penalties from a Contractor must be awarded its costs and disbursements, including attorney's fees included in bringing the action. I. Owner 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 -6.08.A Amend the first sentence of Paragraph 6.08.A by replacing the words "the Supplementary Conditions" with the words "Division 01." SUPPLEMENTARY CONDITIONS © 2017 Stantec 1 193803860 007305-3 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 Owner for Engineer's charges for such time. G. In the event that Contractor requests a change of a previously approved item, Contractor shall reimburse Owner for Engineer's charges for its review time unless the need for such change is beyond the control of Contractor. SC -6.19.A Delete the words "representation of" in the second sentence. ARTICLE 10 - CHANGES IN THE WORK; CLAIMS SC -10.05.13 Amend the first sentence of Paragraph 10.05.B by replacing the words "30 days" with the words "10 days." Amend the third sentence of Paragraph 10.05.13 by replacing the words "60 days" with the words "30 days." ARTICLE 11 - COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORK SC -1 1.03 Delete paragraph 11.03.D in its entirety and insert the following in its place: D. Payment for the Bid Items on a Unit Price basis under this Contract shall be on the basis of quantities actually used in the construction, regardless of the estimated quantities shown in the Bid Form. No revision to the Contract Unit Prices for the Bid Items shall be considered or allowed due to variations of the actual quantities from the estimated amounts. ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK SC -13.07.A Amend the first sentence of Paragraph 13.07.A by striking out the words "one year" and inserting the words "two years." ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION SC -14.02.135 Add the following new item immediately after Item 14.02.135d: e. Contractor's failure to make acceptable submittals in accordance with the accepted schedules. ARTICLE 16 - DISPUTE RESOLUTION 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.C3 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 2. agrees with the other party to submit the claim to another dispute resolution process. SUPPLEMENTARY CONDITIONS © 2017 Stantec 1 193803860 007305-4 SC -16.02 Add the following new paragraph immediately after Paragraph 16.01: 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 16.01.13, will be decided by arbitration in accordance with the Construction Industry Dispute Resolutions Procedures of the American Arbitration Association then in effect 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. 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 -16.01.0 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 statue 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 (includ- ing Engineer, 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 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. END OF SECTION SUPPLEMENTARY CONDITIONS © 2017 Stantec 1 193803860 007305-5 This Page Left Blank Intentionally SECTION 01 10 00 SUMMARY PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Basic description of the Project and Work restrictions. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 SUMMARY OF WORK A. Project Name: 2017 & 2018 Sanitary Sewer Lining for the City of New Hope, Minnesota, City Project No. 996. B. Description of Work: Project consists of rehabilitation of the sanitary sewer by installing cured in-place liner. 1.04 COMPLETION DATES A. Substantial Completion: Set forth in the Agreement. B. Final Completion: Set forth in the Agreement. 1.05 LIQUIDATED DAMAGES A. Provisions for liquidated damages, if any, are set forth in the Agreement. 1.06 WORK RESTRICTIONS A. Use of Site 1. Start Construction: No work can begin until July 10, 2017 in area designated as Part 1, in order to avoid conflicts with the 2016 City infrastructure project within the Project area. No work can begin until July 9, 2018 in area designated as Part 2, in order to avoid conflicts with the 2017 City infrastructure project within the Project area. 2. Location of construction facilities, staging areas, product stockpiles, material storage, and temporary construction shall be confined to the pavement surface between the manholes of the sewer segment(s) being lined. 3. Contractor shall assist and provide Owner access to the construction area for snow removal and disposal if necessary to maintain access and working space during construction. 4. Keep existing driveways and entrances clear and available to the public and to the Owner. 5. If additional space is needed, obtain and pay for such space off Site. SUMMARY © 2017 Stantec 1 193803860 01 10 00 - 1 B. Access to Site 1. Residents shall have access to all streets and driveways at all times. C. Construction Hours: Contractor must abide by the following hours: 1. Monday through Friday: 7 A.M. to 8 P.M. 2. Saturday: 9 A.M. to 6 P.M. 3. No work on Sundays or Holidays. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION SUMMARY © 2017 Stantec 1 193803860 01 1000-2 SECTION 01 20 00 PRICE AND PAYMENT PROCEDURES PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Administrative and procedural requirements for pricing of Work, and request for payment procedures. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 BID UNIT PRICES A. Provide access and assist Engineer in determining actual quantities of Bid Unit Price work. B. Provide documentation to substantiate Bid Unit Price work. C. If the Contractor delivers and places more of any material that is paid for on a Bid Unit Price basis than is required to perform the Work and thereby causes the materials to be wasted, the quantity wasted will be deducted from the final measurement for that Bid Item. 1.04 PAYMENT PROCEDURES A. Engineer will provide initial Application for Payment Form at the Preconstruction Conference. B. Submit 1 preliminary copy of progress payment application for review, consistent with Article 14 of the General Conditions. Submit 4 signed copies of Application for Payment to Engineer prior to the dates identified at the Preconstruction Conference. C. Attach the following supporting documentation, in addition to the requirements of General Conditions Article 14: 1. Documentation to substantiate Bid Unit Price work. 2. Updated construction schedule consistent with Section 01 33 00. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION PRICE AND PAYMENT PROCEDURES © 2017 Stantec 1 193803860 01 20 00 - 1 This Page Left Blank Intentionally SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. General requirements for overall Project coordination. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 UTILITIES A. Notify Gopher State One Call (GSOC) before starting construction in a given area requesting utility locates in the Site. B. Project Utility Sources: Coordinate Work with all utility owners. Existing utilities are not shown on the Drawings. C. Owner requires a 48-hour notice for all utility interruptions. 1.04 PERMITS A. Apply for, obtain, and comply with all permits, licenses, and approvals which may be required for the Project. 1.05 SURVEYING AND CONSTRUCTION OBSERVATION A. Provide Engineer a minimum of 48-hour notice in advance of the need for establishing lines, grades, measurements, grade checks, and observation of Work. 1.06 PROJECT MEETINGS A. Administrative Requirements 1. Project Superintendent or persons designated by the Contractor to attend and participate in the Project meetings shall have all required authority to commit the Contractor to solutions agreed upon in the Project meetings. 2. Engineer will set the time, sites, and prepare the agenda for the meetings. 3. Engineer will prepare meeting minutes and distribute 1 copy to Contractor. Notify Engineer of inaccuracies or discrepancies in the meeting minutes within 5 calendar days of receipt of the minutes. 4. The attendance and cooperation of subcontractors and suppliers may be required. B. Preconstruction Conference 1. Provisions for the Preconstruction Conference are set forth in the General Conditions. PROJECT MANAGEMENT AND COORDINATION © 2017 Stantec 1 193803860 01 31 00 - 1 2. Requirements for preconstruction submittals are set forth in the General Conditions. Submittal procedures shall be consistent with Section 01 33 00. C. Progress Meeting Procedures 1. Engineer may schedule construction progress meetings throughout the duration of the Project to assess the progress of the Work, identify and discuss Project related issues, and discuss near-term construction activities. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION PROJECT MANAGEMENT AND COORDINATION © 2017 Stantec 1 193803860 01 31 00-2 SECTION 01 33 00 SUBMITTAL PROCEDURES PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. General procedures and requirements for submittals during the course of construction. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 SEQUENCING AND SCHEDULING A. Schedule submittals consistent with the Contractor's schedule of shop drawings. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 CONSTRUCTION SCHEDULE A. Submit preliminary schedule and progress schedule consistent with the General Conditions. B. Prepare schedules on 8.5 inch by 11 inch sheets showing overall sequence of construction. Organize the schedule by work activity. Identify separate stages of each work activity: 1. List work items in chronological sequence. Show beginning and completion dates of each activity. Include all activities with an estimated duration of 3 days or longer. 2. Provide space for revisions and notations. 3. Identify interrelations between activities. 4. Include estimated times for preparation of submittals by Contractor, processing and review of submittals by Engineer, fabrication, delivery, installation, testing, start-up, instruction of Owner, and clean-up. C. As Work progresses, revise, update, and resubmit schedule as requested by Engineer. At a minimum, update schedule with each Application for Payment. Show all activities started or finished since previous schedule was submitted and show percentage of completion for each activity. 3.02 EMERGENCY CONTACT LIST A. Before any Work at the Site is started, submit a typed list on 8.5 -inch by 1 1 -inch paper outlining 24-hour on-call contacts for the Project. This list shall include the Contractor's SUBMITTAL PROCEDURES © 2017 Stantec 1 193803860 01 33 00 - 1 safety representative, key representatives from the Contractor, subcontractors, and suppliers. Include the following information for each contact: 1. Company name. 2. Contact person(s). 3. Local and mobile phone numbers. 4. Fax number. 3.03 SHOP DRAWINGS AND MANUFACTURERS' INFORMATION A. Conform to the requirements of the General Conditions, except as modified herein. The minimum sheet size shall be 8.5 inches by 11 inches. Non -legible copies will not be reviewed. C. Submit a minimum of 3 copies of shop drawings, plus the quantity of copies the Contractor wants returned. Each copy shall contain the following information: 1. Date of submission and date of any previous submittals. 2. Project Title. 3. Names of Contractor, subcontractor, supplier, and manufacturer. 4. Identification of product and Specification Section number. 5. Identification of revisions from previous submittals. 6. A 4 -inch by 4 -inch blank space for the Engineer's stamp. D. Engineer's review will be in conformance with the requirements of the General Conditions, except as modified herein. Engineer will stamp shop drawings and indicate requirements for Contractor's review or resubmittal as follows: 1. "Reviewed" - Appears that items covered by the submittal will, after installation or incorporation into the Work, conform to the Contract Documents and appears to be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. "Reviewed as Noted" - Appears that items covered by the submittal will, after installation or incorporation into the Work, conform to the Contract Documents and appears to be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents, except as noted by Engineer. 3. "Revise and Resubmit" - Appears that items covered by the submittal will not, after installation or incorporation into the Work, conform to the Contract Documents and will not be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Work cannot proceed until the submittal is revised and resubmitted conforming to the resubmittal procedures described in the General Conditions. F. Engineer will return reviewed submittals to Contractor by U.S. Postal Service general delivery. If Contractor wants Engineer to expedite return delivery, Contractor shall notify Engineer in writing and reimburse Owner for delivery plus 15 -percent mark-up. 3.04 TEST REPORTS A. Submit 3 copies of all inspections, tests, and approvals required in the Specification. SUBMITTAL PROCEDURES © 2017 Stantec 1 193803860 01 3300-2 3.05 MATERIAL AND SAFETY DATA SHEETS A. Furnish Owner with current copies of Material Safety Data Sheets for all chemicals and products on Site. END OF SECTION SUBMITTAL PROCEDURES © 2017 Stantec 1 193803860 01 3300-3 This Page Left Blank Intentionally SECTION 01 40 00 QUALITY REQUIREMENTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Information required for conformance to regulatory requirements. 2. Quality assurance. 3. Procedures to measure and report the quality and performance of the Work. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCE STANDARDS A. Whenever reference is made to the Minnesota Department of Transportation Specifications, such reference shall mean "Standard Specifications for Construction," 2016 Edition (MnDOT Spec.) and all subsequent revisions and supplements. The word "Engineer" is understood to refer to the Engineer for the Owner. 1.04 SUBMITTALS A. Prior to start of Work, submit testing laboratory name for various specified tests for approval by Engineer. B. Laboratory test results or analysis. C. Manufacturer's certificates of quality control or performance. 1.05 WORKMANSHIP A. Comply with industry standards of the region, except where more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. 1.06 TESTS AND INSPECTIONS A. Conform to the requirements of the General Conditions, except as modified herein. B. Notify Engineer 48 hours prior to expected time for operations requiring tests and inspections. C. Provide incidental labor and facilities to obtain and handle samples at Site or source, transport samples to laboratory, facilitate tests and inspections for storing and curing of test samples. QUALITY REQUIREMENTS © 2017 Stantec 1 193803860 01 40 00 - 1 1.07 LABORATORY REPORTS A. After each inspection and test, submit 3 copies of Laboratory Report to Engineer. B. Include: Date issued, Project title and number, name of inspector, date and time of sampling or inspection, identification of product and Specifications Section, location in the Project, type of inspection or test, date of test, results of tests, and conformance with Contract Documents. 1.08 LABORATORY RESPONSIBILITIES A. Test samples and perform field tests. B. Provide qualified personnel. Cooperate with Engineer and Contractor in performance of services. C. Ascertain compliance with the requirements of the Contract Documents. D. When requested by Engineer, provide interpretation of test results. 1.09 LIMITS OF TESTING LABORATORY AUTHORITY A. Laboratory may not release, revoke, alter, or enlarge on requirements of Contract Documents. B. Laboratory may not approve or accept any portion of the Work. C. Laboratory may not assume any duties of Contractor. D. Laboratory has no authority to stop Work. 1.10 MANUFACTURER'S CERTIFICATES A. If requested by Engineer, submit manufacturer's certificate with shop drawings certifying that products meet or exceed specified requirements executed by responsible officer. 1.11 MANUFACTURER'S FIELD SERVICES A. Provide qualified representative to observe field conditions; conditions of surfaces and installation; quality of workmanship; start-up of equipment; and test, adjust, and balance of equipment. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION QUALITY REQUIREMENTS © 2017 Stantec 1 193803860 01 4000-2 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Temporary utilities and miscellaneous temporary facilities required during construction. B. Products furnished but not installed under this Section or products installed but not furnished under this Section. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. A Bid Item has been provided for Mobilization. Measurement is Lump Sum. This will be considered payment in full for all work and costs of this Bid Item for each designated lining area. a. Partial payment of the Lump Sum Bid Item "Mobilization" will be made using a percentage based on the following: Cumulative Percent of Mobilization Item Paid First Partial Payment 50 Percent of original contract amount earned - 25 70 Percent of original contract amount earned - 50 90 Percent of original Contract amount earned -100 100 2. A Bid Item has been provided for Traffic Control. Measurement is Lump Sum. a. This shall be considered payment in full for all labor, equipment, and materials associated with the required Traffic Control devices for the entire Project. b. This Bid Item shall include but not be limited to furnishing, installing, and relocating the Traffic Control due to various road closures, daily maintenance, and ultimate removal of all such devices used over the duration of the Contract or as directed by the Engineer. 3. A Bid Item has been provided for By -Pass Pumping. Measurement is Lump Sum. Payment shall be included in the Base Bid. 4. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. Minnesota Department of Transportation "Standard Specifications for Construction," 2016 Edition (MnDOT Spec.). B. The Minnesota Manual on Uniform Traffic Control Devices (MNMUTCD), including the Field Manual on Temporary Traffic Control Zone Layouts - Latest edition. C. Minnesota Department of Transportation Traffic Engineering Manual. TEMPORARY FACILITIES AND CONTROLS © 2017 Stantec 1 193803860 01 50 00 - 1 PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 MOBILIZATION A. Move personnel, equipment, materials, and all other items required to complete the Work at the Site. B. Establish Contractor offices, building, or other facilities necessary for Work on the Project. C. Temporarily hold or relocate utilities and any miscellaneous structures, such as signs, power poles, guy wires, and mailboxes disturbed. 3.02 TEMPORARY UTILITIES A. Provide and maintain all temporary facilities, utilities, and controls as long as needed for the safe and proper completion of the Work. Remove all temporary facilities, utilities, and controls as rapidly as progress will permit or as directed by Engineer. Temporary Water for Construction 1. Obtain water for construction from Owner at a hydrant. Obtain a meter and backflow prevent or assembly from Owner. Return to Owner at completion. There is no charge for meter use during construction. 2. Notify Owner when and which hydrants will be operated during construction. 3. Owner will pay for the costs of the water. 3.03 CONSTRUCTION FACILITIES A. Sanitary Facilities 1. Comply with all governing regulations, including safety and health codes, for sanitary fixtures and facilities. 2. Provide self-contained toilet units, or water and sewer connected temporary toilet facilities, consistent with governing regulations. Contractor may not use Owner's toilet facilities. 3. Provide and maintain adequate supply of toilet tissue, paper towels, paper cups, and similar disposable materials appropriate for each facility. Provide appropriate covered waste containers for used material. 3.04 TEMPORARY CONSTRUCTION A. By Pass Pumping 1. All sanitary flows shall be pumped around areas with no spillage allowed. 2. Any spill needs to be reported as required by law. 3.05 TRAFFIC CONTROL A. General 1. The Contractor shall provide and maintain all traffic control devices in accordance with the approved Construction Staging Plan. All traffic control devices and other protective measures shall conform to MNMUTCD. TEMPORARY FACILITIES AND CONTROLS © 2017 Stantec 1 193803860 01 5000-2 2. The Contractor will not be permitted to park vehicles as to obstruct a traffic control device. The parking of workers' vehicles will not be allowed within the Project limits, unless so approved by the Engineer. 3. The Contractor will not be permitted to store materials or equipment within 30 feet of thru traffic, unless approved by the Engineer. If materials or equipment must be stored within 30 feet of thru traffic, the Contractor shall provide barricades or barriers, as directed by the Engineer, to warn and protect traffic. 4. The Contractor shall conduct Work in a manner which will allow access to all properties within and adjacent to the Project by fire, police, and emergency vehicles. 5. The Contractor is responsible to maintain all unpaved surfaces. The surface shall be watered and bladed as directed by the Engineer. Vehicle Warning Light 1. All Contractors', subcontractors', and suppliers' mobile equipment, which are working in the lane closure or within 15 feet of the lane closure, shall be equipped with operable warning lights which meet the appropriate requirements of the SAE Specifications. This would include any vehicle which enters the traveled roadway at any time. The SAE Specification requirements are as follows: a. 360 -Degree Rotating Lights - SAE Specification J845. b. Flashing Lights - SAE Specification J595. c. Flashing Strobe Lights - SAE Specification J 1318, C. Construction Staging Plan 1. Within 10 days following the approval of the Contract, the Contractor shall provide the Engineer with a Construction Staging Plan and a Traffic Management Plan. The Engineer may accept, reject, or suggest alterations to the plans. These plans shall reflect the following conditions: a. The Contractor shall provide a method of protecting traffic from open excavation areas. b. Minimum through -lane lane widths of 10 feet will be maintained at all times. c. 2 -way traffic (1 lane in each direction) will be maintained at all times. d. The Contractor may request changes to the Construction Staging Plan at any time. No change or deviation will be permitted without approval of the Engineer. e. Provide access for emergency vehicles and busses to all residences at all times. f. The Contractor will re-establish access to all driveways at the end of each day. g. The Contractor shall furnish, install, and maintain "ROAD WORK AHEAD" and "END ROAD WORK" signs in advance of and beyond each end of the construction limits. The Contractor shall also furnish, install, and maintain "ROAD WORK AHEAD" signs in advance of the construction limits on all intersecting roads and streets. h. The staging shall be undertaken to provide street access and local access to adjacent properties as directed by the Engineer. The Engineer may modify the requirements for traffic control as deemed necessary due to field conditions. i. Contractor shall remove traffic control devices at the conclusion of each working day. D. Temporary Lane Closures 1. Temporary Lane Closures shall conform to the following: a. A "short-term" lane closure or traffic restriction shall be one that is in-place only during the Contractor's work hours. b. Temporary "short-term" lane closures by the Contractor, consistent with time restrictions, will be permitted during those hours and at those locations approved by the Engineer. Requests for "short-term" lane closures shall be made at least 24 hours prior to such closures. The Contractor shall furnish, erect, and maintain all TEMPORARY FACILITIES AND CONTROLS © 2017 Stantec 1 193803860 01 5000-3 traffic control devices required for these closures. No direct compensation will be made for temporary lane closures. c. Application of traffic control devices shall be in accordance with the Field Manual. d. Lane closures will not be permitted during inclement weather, nor any other time when, in the opinion of the Engineer, the lane closures will be a hazard to traffic. e. When a temporary lane closure is used by the Contractor, the closure shall be incidental work and no direct compensation will be made therefore. Traffic Control Devices 1. Daily inspect and insure that all traffic control devices required by the construction are in accordance with the MNMUTCD. Any discrepancy between the actual devices in use and the required devices shall be immediately rectified. 2. The Contractor shall furnish qualified flagpersons to adequately control traffic when needed or as directed by the Engineer. Qualified flagpersons shall comply with the requirements set forth in the Flagging Handbook Section of the Field Manual. Flagpersons are required to protect construction vehicles during unloading of construction materials. 3. Furnish names, addresses, and phone numbers of at least 3 individuals responsible for the placement and maintenance of traffic control devices. At least 1 of these individuals shall be "on call" 24 hours per day, 7 days per week during the time any traffic control devices furnished and installed by the Contractor are in place. 4. Respond to any request from the Engineer to improve or correct the usage of traffic control devices on or related to this Project within 1 hour of the time of notification. 5. Keep all traffic control signs and devices in a legible condition. This shall include but not be limited to removing grime and dust deposited on any device by traffic, natural causes, or when requested by Engineer. 3.06 TEMPORARY BARRIERS AND ENCLOSURES A. Temporary Barriers 1. Provide temporary covers, enclosures, markers, and barriers as necessary to protect Work. 2. Damage to the Site caused by removal of temporary fencing, including postholes, shall be promptly repaired by Contractor. During removal at no time shall the Work remain unattended if a dangerous condition exists because of incomplete removal or Site repairing. 3.07 ADDITIONAL TRAFFIC CONTROL DEVICES A. General 1. In addition to the traffic control devices shown on the Traffic Control Layouts, the Engineer may require more traffic control as traffic conditions may warrant. 2. The Contractor shall furnish the additional traffic control devices as ordered by the Engineer. 3. The devices shall be installed and maintained in a functional and/or legible condition at all times, to the satisfaction of the Engineer. END OF SECTION TEMPORARY FACILITIES AND CONTROLS © 2017 Stantec 1 193803860 01 5000-4 SECTION 01 70 00 EXECUTION REQUIREMENTS PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Requirements for overall execution of the Work and closeout of the Contract for Final Payment. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 SUBMITTALS A. Submit the following items consistent with the Conditions of the Contract and Division 01 Sections: 1. Record Documents. 2. Written Notification of Substantial Completion. 3. Executed Certificate of Substantial Completion. 4. Written Notification of Final Completion. 5. Instructions, schedules, warranties, guarantees, Bonds, certificates, certificates of inspection, and other documents. 6. Final Application for Payment, including accompanying documentation. 7. IC -134 Form. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 EXAMINATION A. Acceptance of Conditions: By commencing Work, Contractor construes acceptance of the adjacent work as satisfactory to receive subsequent work. B. Existing Conditions: Before commencing Work, inspect work completed by others that is adjacent to Work. If adjacent conditions prevent completion of Work, Contractor will not commence Work until the conditions are corrected. C. Inspect each product immediately prior to installation. Remove damaged products from Site. EXECUTION REQUIREMENTS © 2017 Stantec 1 193803860 01 70 00 - 1 3.02 GENERAL INSTALLATION REQUIREMENTS A. Comply with the manufacturer's instructions for installation of manufactured products to the extent that these instructions are applicable and more explicit or more stringent than requirements indicated in the Contract Documents. B. Install each element of Work during weather conditions and Project status to ensure coordination of the Work. Isolate each element of work from incompatible work as necessary to prevent deterioration. C. Record installation details and prepare Record Documents consistent with the General Conditions. 3.03 SITE MAINTENANCE A. Protect hazardous work areas and hazardous material storage areas. B. Protect trees, unless specifically indicated on Drawings. C. If necessary, clean streets with mechanical street sweeper. D. If Contractor fails to maintain Site, Engineer will provide Written Notice of Contractor's defective Work. Contractor will be given 12 hours from the Notice to clean Site. After the 12 -hour period, Owner may correct the defective Work consistent with Article 13.09 of the Conditions of the Contract. 3.04 CUTTING AND PATCHING A. Complete all cutting, fitting, and patching as necessary to join the new Work to existing conditions. B. Remove or cut existing work only as necessary to join the new work to the existing construction or as required by the Contract Documents. C. Patch defective and incomplete surfaces caused or exposed by Work of the Project. D. Repair any damage to existing conditions and patch to match. E. Existing construction designated by the Contract Documents to remain that is loosened, cracked, or otherwise damaged or defaced beyond repair as a result of Work by the Contractor will be considered unsuitable for the use intended and shall be removed and replaced by the Contractor. 3.05 CLEANING AND PROTECTION A. Clean and protect Work in progress and adjoining Work during handling and installation. Apply protective covering on installed Work where it is required to ensure freedom from damage or deterioration. Clean and perform maintenance as frequently as necessary throughout construction period. Adjust and lubricate operable components to ensure operability without damage effects. EXECUTION REQUIREMENTS © 2017 Stantec 1 193803860 01 7000-2 3.06 OUT-OF-STATE CONTRACTOR SURETY DEPOSIT A. When an out-of-state contractor enters into a contract that exceeds $100,000, the contractor must file Form SD -E, Exemption from Surety Deposits for Out -of -State Contractors, with the Minnesota Department of Revenue. B. If the contractor is exempt from the surety deposit requirements, he shall provide the City with a copy of the form showing the Revenue Department certification. C. If the contractor is not exempt, the City will withhold an additional 8 -percent of each payment made to the Contractor and forward those funds to the Minnesota Department of Revenue. D. Forms and information can be obtained by calling (651) 296-6181 or (toll free) 1-800-657- 3777. 3.07 CERTIFICATE OF COMPLIANCE WITH MINNESOTA STATUTES 290.92 AND 290.97 A. Upon completion of the Project and prior to Final Payment, the Contractor and all subcontractors shall complete Minnesota Department of Revenue Revised Form IC -134. This form, Affidavit for Obtaining Final Settlement of Contract with the State of Minnesota and any of its Political or Governmental Subdivisions, is to be signed by a Department of Revenue representative and forwarded to the Owner. Copies of this form can be obtained by writing to the Minnesota Department of Revenue, Mail Station 6610, St. Paul, MN 55146-6610 or by calling (651) 282-9999 or 1 (800) 657-3594. They are also available on their website: www.revenue.state.mn.us, or via email at with holdinq.tax �? state.mn.us. END OF SECTION EXECUTION REQUIREMENTS © 2017 Stantec 1193803860 01 7000-3 This Page Left Blank Intentionally SECTION 33 01 38 PIPE REHABILITATION BY CURED -IN -PLACE - PIPE (CIPP) 1.01 SECTION INCLUDES A. Rehabilitation of deteriorated and leaking gravity pipe sections by installation of a thermosetting resin impregnated flexible felt fiber tube into a cured -in -place -pipe (CIPP) B. Related Sections 1. Section 33 08 31 - Sanitary Sewer Televising, Cleaning, and Inspection. 1.02 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. A Bid Item has been provided for Sewer Rehabilitation with CIPP. Measurement will be per lineal foot of liner installed in place per diameter. Payment will constitute full compensation for all work and costs to furnish and install the liner complete in place, including cleaning, line clearing, dewatering, service reconnects, deburr of service connections, testing, and pre -and post -installation television inspections and all other work associated with this Bid Item. 2. A Bid Item has been provided for Pipe End Seal. Measurement will be per each pipe end that is sealed at each manhole. Payment will constitute full compensation for all work and costs to furnish and install the end seal complete in place. 3. All other Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 REFERENCES A. American Society for Testing and Materials (ASTM): 1. D638 - Test Method for Tensile Properties of Plastics. 2. D790 - Test for Flexural Properties of Plastics. 3. F1216 - Rehabilitation of Existing Pipelines by the Inversion and Curing of a Resin Impregnated Tube. 1.04 SUBMITTALS A. Manufacturer's certification of compliance. B. License of certificate verifying manufacturer's/licensor approval of installer. C. Construction Sequence. D. Product data and manufacturer's recommended installation procedures. E. Cure summary after the approved curing schedule is completed. F. Installer Completed Project List Which Includes Project name, the number, total length and locations of inversions installed to date, and the names and phone numbers of the facility owners. PIPE REHABILITATION BY CURED -IN -PLACE -PIPE (CIPP) © 2017 Stantec 1 193803860 3301 38- 1 PART 2 PRODUCTS 2.01 CURED -IN-PLACE PIPE MATERIALS A. Felt Tube: 1. The tube shall be supplied by the system licensor conforming to ASTM F1216. 2. The tubing shall be properly sized to the diameter of the pipe and the length of the pipe to be rehabilitated and be able to stretch to fit irregular pipe sections. 3. Physical Characteristics: a. Cured Pipe Physical Strength: Property ASTM Vinyl Ester Polyester Filled Test System System Polyester Method System Flexural Strength D790 5,000 psi 4,500 psi 4,500 psi Flexural Modulus (Initial) D790 300,000 psi 250,000 psi 400,000 psi Flexural Modulus (50 year) D790 180,000 psi 125,000 psi 200,000 psi 4. The felt tubular material shall be lined on 1 side with a translucent waterproof coating, such as polyurethane, polyethylene or polyvinylchloride (PVC), and be fully impregnated with a liquid thermosetting polyester or vinylester resin and catalyst system compatible with the inversion process. 5. No materials shall be included in the tubes which are subject to delamination in the cured CIPP. 6. The layer of the cured CIPP shall be uniformly bonded. It shall not be possible to separate any 2 layers with a probe; nor shall separation of the layers occur during testing performed under the requirements of this Specification. Resin/Catalyst: 1. The liquid thermosetting resign used to impregnate shall be polyester, vinylester, or epoxy resin compatible with the approved liner and a compatible catalyst system. 2. The resin shall not contain fillers or additives, except those required for viscosity control, fire retardant, modulus enhancement, chemical resistance, or extension of pot life. 3. Thixotropil agents that will not interfere with visual inspection may be added for viscosity control. C. Pipe End Seal: 1. A hydrophilic waterstop shall be used at the end of all lined pipe segments at the manhole connections. a. Hydrotite, or approved equal. D. Structural Requirements: 1. The CIPP thickness shall be calculated and designed based upon the following physical condition of the existing pipe to be rehabilitated: a. All pipes shall be considered fully deteriorated. b. All pipes shall be subjected to soil load of 120 lbs./cu. ft, with applicable live lead and water table below the top of the ground. c. All pipes shall have a minimum of 2 -percent ovality in the circumference. d. Any pipelines running under highways, city streets, or other roadways shall be assumed to carry highway live loads of (16,000 lbs.). 2. Conditions may change after the TV report for later case by case design calculations. PIPE REHABILITATION BY CURED -IN -PLACE -PIPE (CIPP) © 2017 Stantec 1 193803860 3301 38-2 PART 3 EXECUTION 3.01 PRE -INSTALLATION PROCEDURES A. Remove roots and clean existing pipe by removing interior debris by bucketing, jetting, or other appropriate methods before the pre -installation television inspection at a cost incidental to the Project. See Section 33 08 31 for televising, cleaning and inspection requirements. B. Inspect existing sewer pipe by remote TV camera immediately before installation to locate breaks, obstructions, and defects. Allow the Engineer to review TV inspection DVD's. Verify whether service wyes and connections are active with pan and tilt TV camera inspection. C. Provide for flow of sewage around the sections of pipe to be rehabilitated. D. Clear line of obstructions. Obstructions may include but not necessarily be limited to solids, dropped joints, protruding service connections, or collapsed pipe. 3.02 RESIN IMPREGNATION A. The Contractor shall designate a location where the felt tube will be impregnated. B. The quantity of resin used for tube impregnation shall be sufficient to fill the volume of air voids in the tube with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the original pipe wall. C. Impregnate tube prior to installation. The Engineer shall be advised of time and location of vacuum impregnation and shall be allowed to witness procedure, unless impregnation is completed offsite. Contractor to provide 24-hour notice before Work is to begin. 3.03 INVERSION USING HYDROSTATIC HEAD A. Insert impregnated tube through manhole by means of an inversion process. Insert tube into the inversion standpipe with impermeable plastic membrane side out. Turn tube inside out at the lower end of the inversion standpipe and attach to the standpipe to create a leak proof seal. Apply hydrostatic head sufficient to fully extend tube to termination point. Adjust the inversion head to be of sufficient height to cause the impregnated tube to invert from manhole to manhole and hold the tube tight to the pipe will produce dimples at side connections and flared ends at the manholes. Use lubricant as necessary. B. Care shall be taken not to overstress the felt tube at the elevated during temperatures which may cause damage or failure prior to cure. 3.04 CURING USING CIRCULATED HEATED WATER A. After the inversion process is completed, the Contractor shall supply a suitable heat source and water throughout the section to uniformly raise the water temperature above the temperature required to affect a cure of the resin. The resin/catalyst system manufacturer shall recommend the temperature. PIPE REHABILITATION BY CURED -IN -PLACE -PIPE (CIPP) © 2017 Stantec 1 193803860 3301 38-3 B. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water supply. Another such gauge shall be placed between the layers of the impregnated felt tube in the upstream, downstream, and intermediate manholes to determine the temperature during curing. C. Water temperature in the line during the curing period shall be as recommended by the resin manufacturer. D. Initial cure may be considered complete when the exposed portions of the felt tube pipe appear to be hard and the remote sensing device indicates the temperatures to be adequate as recommended by the resin/catalyst system manufacturer. E. Curing using steam rather than using heated water is acceptable. Precautions should be taken to supply sufficient steam pressure, to minimize steam condensation resulting in water build-up in the inside bottom of the resin liner being cured or as an alternative provide for the discharge of the condensate through a small tube inserted at the low point of the resin liner. 3.05 COOLING DOWN A. Cool the hardened cured in place pipe to a temperature below 100 degrees F before relieving the water column: 1. Cool water may be added to the water column while draining hot water from a small hole at the end of the cured in place pipe so that a constant water column height is maintained until cool down is completed. Careful attention shall be taken not to cool too quickly to eliminate the possibility of thermoshock. 3.06 SERVICE CONNECTION A. After curing reconnect existing services: 1. Service reconnects must be accomplished as soon as possible, and within a minimum of 24 hours of beginning the inversion process. 2. Maintain sanitary sewer service during the installation process. B. Reconnection shall be done without excavation from the interior of the pipe by means of a television camera and a cutting device that reinstates the service to not less than 90 percent of their original capacity: 1. The Contractor shall certify that there is a minimum of 1 complete working unit plus spare key components on the site before each inversion. 2. Deburr edges after cutting for all services. 3.07 FINAL/FINISH A. The liner shall make a tight seal at the manhole opening with no annular gaps. This procedure shall be completed before proceeding to the next manhole section. B. The finished pipe shall be continuous over the entire length of the sewer section. The finished liner shall tightly conform to the walls of the existing pipe. PIPE REHABILITATION BY CURED -IN -PLACE -PIPE (CIPP) 0 2017 Stantec 1 193803860 3301 38-4 C. Wrinkles in the finished pipe which cause a deformity of 1/2 -inch or more and do not follow the surface of the pipe wall parallel to the pipe flow line are unacceptable and shall be removed and repaired by the Contractor at Contractor's expense. D. No gap or annular space between the finished liner and the host pipe shall be allowed or be visible at the manhole, sewer service connection, or other exposed points within the finished liner section. The liner shall be de -burred such that it leaves a smooth surface at the service location cut-outs. F. Final clean-up and site restoration at each work site shall be completed within 10 days following the CIPP installation. 3.08 QUALITY CONTROL A. Televise interior of pipe after completion of work and provide submittals to Owner as described in Section 33 08 31. B. Test samples of the cured material for physical strength specified herein before a sample will be taken from the wet out tube, clamped between flat plates, and cured in the down - tube. C. All CIPP pipes should be tested using exfiltration test methods where the CIPP is plugged at both ends and filled with water. This test should take place after the CIPP has cooled down to ambient temperature. This test is limited to pipe lengths with no service laterals and diameters of 36 inches or less. The allowable water exfiltration for any length of pipe between termination points should not exceed 50 U.S. gallons per inch of internal pipe diameter per mile per day, providing that all air has been bled from the line. During exfiltration testing, the maximum internal pipe pressure at the lowest end should not exceed 10 -feet (30 m) of water or 4.3 psi (29.7 kPa), and the water level inside of the inversion standpipe should be 2 -feet (0.6 m) higher than the top of the pipe or 2 -feet (0.6 m) higher than groundwater level, whichever is greater. The leakage quantity should be gaged by the water level in a temporary standpipe placed in the upstream plug. The test should be conducted for a minimum of 1 hour. END OF SECTION PIPE REHABILITATION BY CURED -IN -PLACE -PIPE (CIPP) © 2017 Stantec 1 193803860 3301 38-5 This Page Left Blank Intentionally SECTION 33 08 31 SANITARY SEWER TELEVISING, CLEANING AND INSPECTION PART 1 GENERAL 1.01 SUMMARY A. Section Includes 1. Sanitary sewer cleaning, televising and inspection of pipe, fittings, and miscellaneous appurtenances. B. Related Sections 1. Section 33 01 38 - Pipe Rehabilitation by Cured -In -Place Pipe (CIPP) 1.02 PRICE AND PAYMENT A. Measurement and Payment 1. All Work and costs of this Section shall be incidental to the Project and included in the Total Base Bid. 1.03 SUBMITTALS A. Submit the following items consistent with Section 01 33 00: 1. 2 copies on DVD format of sewer televising and 2 copies of the written report on conditions. DVD and written reports shall be submitted to both Engineer and Owner. 2. Electronic Copies: Televising reports shall be submitted in pdf format. One pdf shall be created for each section of pipe located between 2 manholes. Each report shall be named with a number matching the City's pipe identification number. The identification number for each section of pipe shall be provided to the Contractor on the Drawings or at the preconstruction meeting. 3. Identification Spreadsheet: Provide in Microsoft Excel format with the City's pipe identification number for the pipes that were cleaned and lined. Individual televising reports, images, and video must correspond to the pipe id. A sample spreadsheet car be provided by the City upon request. 4. Any images taken must be provided to the City in .jpg format or a format that is approved by the City. 5. Reports and video shall be provided for both pre- and post -installation televising inspection. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 EXAMINATION A. Commence televising only when pipe and structures are clean and free of dirt or other foreign matter. SANITARY SEWER TELEVISING, CLEANING AND INSPECTION © 2017 Stantec 1 193803860 33 08 31 -1 3.02 SANITARY SEWER TELEVISING A. General 1. Televising shall be performed on all gravity sanitary sewer lines that will be rehabilitated using cured -in-place pipe (CIPP). Televising shall be performed both prior to and after CIPP rehabilitation. 2. Format - The video will be submitted in a DVD format with both audio and video. 3. Camera - The camera will be a self propelled unit providing color video with the ability to tilt up and down and pan left to right. The camera lens shall be capable of turning and looking up each wye or service tap to a minimum distance of the first fitting of the service pipe. The camera is to provide color video and still photographs of any defect. 4. Rate - The televising shall be conducted at a rate not to exceed 30 feet per minute. Line Requirements 1. All lines shall be jetted and vacuumed so that all debris has been removed prior to televising. 2. A small quantity of water is to be introduced into the line prior to televising. Amount shall be determined by the Engineer and coordinated with the Owner's Water and Sewer Department. The amount of water shall be sufficient enough to distinguish any sags or alignment problems with the pipe. 3. Each run will consist of a starting and ending MH-#, line size, and a zero reading on the counter at center of the starting manhole. 4. Each service wye shall be examined using the pan and tilt feature. 5. The video camera operator shall type into the video the station (distance), wye location on either the left or right side of the pipe and any problems they notice while televising the sewer lines. C. Manhole Requirements 1. Examine upstream and down doghouses for water tightness. 2. Examine all joints to confirm watertight quality of gaskets and seals. 3. While at the bottom of the manhole, the camera will examine for infiltration as high as it can see around the entire manhole circumference. 4. Examine vertical outside drops. D. Report Requirements 1. A technician shall observe the monitor at all times during the televising and record the data. 2. Note locations, length and depth of any sag in the pipe (indicate any depths greater than 1/2 inch). 3. Note locations, length and depth of any areas of dirt or debris in the pipe (indicate any depths greater than 1/2 inch). 4. Record distance from center of manhole to center of manhole. 5. Note each change in pipe material, including station. 6. Note each wye or service tap location with station and orientation (Example: wye right, 3 o'clock). 7. Note direction of flow using cardinal / ordinal directions. 8. The complete report and DVD shall be submitted to the Owner/Engineer within 14 days after the completion of the televised segments. 9. Include color photos/images of defects in the written report. E. Review 1. All television reports and DVDs will be reviewed after the submittal is received. SANITARY SEWER TELEVISING, CLEANING AND INSPECTION © 2017 Stantec 1 193803860 33 08 31 -2 3.03 SANITARY SEWER CLEANING A. Cleaning Equipment 1. Hydraulically propelled equipment. a. Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapse at any time during the cleaning operations to protect against flooding of the sewer. b. The movable dam shall be equal in diameter to the pipe being cleaned and shall provide a flexible scraper around the outer periphery to insure removal of grease. c. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. 2. High -Velocity Jet (Hydro cleaning) Equipment. a. All high -velocity sewer cleaning equipment shall be constructed for ease and safety of operation. b. The equipment shall have a selection of two or more high -velocity nozzles. c. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. d. Equipment shall include a high -velocity gun for washing and scouring manhole walls and floor. e. The gun shall be capable of producing flows from a fin spray to a solid stream. f. The equipment shall carry its own water tank, auxiliary engines, pumps and hydraulically driven hose reel. 3. Mechanically Powered Equipment. a. Bucket machines shall be in pairs with sufficient power to perform the work in an efficient manner. b. Machines shall be belt operated or have an overload device. c. Machines with direct drive that could cause damage to the pipe are not permitted. d. A power rodding machine shall be either a sectional or continuous rod type capable of holding a minimum of 750 feet of rod. e. The rod shall be specifically heat treated steel. f. The machine shall be fully enclosed and have an automatic safety clutch or relief valve. Cleaning Precautions 1. During sewer cleaning operations, satisfactory precautions shall be taken in the use of cleaning equipment. 2. When hydraulically propelled cleaning tools or tools which retard the flow in the sewer lines are used, precautions shall be taken to insure that the water pressure created does not damage or cause flooding of public or private property being served by the sewer. The Contractor will be fully responsible for any property damage caused by the cleaning operations. 3. When possible, the flow of sewage shall be utilized to provide the necessary pressure for hydraulic cleaning devised. 4. When additional water from fire hydrants is necessary to avoid a delay in normal work procedures, the water shall be conserved and not used unnecessarily. Contact New Hope Public works to obtain meter. No charge will be associated for water use. 5. No fire hydrant shall be obstructed in case of a fire in the area served by the hydrant. C. Sewer Cleaning 1. The cleaning of the sewer lines shall begin upstream and work downstream. SANITARY SEWER TELEVISING, CLEANING AND INSPECTION © 2017 Stantec 1 193803860 33 08 31 -3 2. The sewer manholes sections shall be cleaned using hydraulically propped, high - velocity jet or mechanically powered equipment. Selection of the equipment shall be based on the conditions of lines at the time the Work commences. 3. The equipment shall be capable of removing dirt, grease, rocks, sand and other materials and obstructions from the sewer lines and manholes. 4. If cleaning of an entire section can not be successfully performed from 1 manhole, the equipment shall be set up on the other manhole and cleaning shall be attempted again. 5. If successful cleaning from both manholes can not be completed, the Contractor shall contact the Engineer. D. Root Removal 1. Roots shall be removed completely where root intrusion is a problem. 2. Any roots which could prevent the seating of the packer or could prevent the proper application of chemical sealants should be removed. 3. Procedures may include the use of mechanical equipment such as rodding machines, bucket machines, and winches using root cutters and porcupines and equipment such as high -velocity jet cleaners. E. Chemical Root Treatment 1. Chemical root treatment may be used at the option of the contractor to aid in the removal of roots in manhole sections. 2. The application of the herbicide to the roots shall be done in accordance with the manufacturer's recommendation and specifications in a manor to preclude damage to the surrounding vegetation. 3. Any damage to the vegetation shall be repaired at the Contractors expense. 4. All safety precautions as recommended by the manufacturer shall be adhered to concerning handling and application of herbicide. Material Removal 1. All sludge, dirt, sand, rocks, grease and other solids or semisolid material resulting from cleaning operations shall be removed at the downstream manhole of the section being cleaned. 2. Passing material from manhole section to manhole section, which could cause line stoppages, accumulation of sand in wet wells, or damage to pumping equipment, shall not me permitted. G. Disposal of Material 1. All solids or semisolids resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the contractor. 2. All materials shall be removed from the site no less often than at the end of each workday. Under no circumstances will the contractor be allowed to accumulate debris on the site of work. H. Final Acceptance 1. Acceptance of sewer line cleaning shall be made up on successful completion of the television inspection and shall be to the satisfaction of the Owner. 2. If TV inspection shows the cleaning to be unsatisfactory, the Contractor shall be required to re -clean and re -televise the sewer line until cleaning is shown to be satisfactory. SANITARY SEWER TELEVISING, CLEANING AND INSPECTION © 2017 Stantec 1 193803860 33 08 31 -4 3.04 SEWER FLOW CONTROL A. When sewer line depth of flow at the upstream manhole of the manhole section being worked in is above the maximum allowable for television inspection, the flow shall be reduced to the level shown below by operation of pump stations, plugging or blocking of the flow or by pumping and bypassing of the flow as specified. B. Depth of flow shall not exceed that shown below for the respective pipe sizes as measured in the manhole when performing television inspection. Maximum Depth of Flow for Televisinq 12" - 24" Pipe 25 percent of pipe diameter 27" & larger Pipe 30 percent of pipe diameter C. Plugging or Blocking 1. Perform bypass pumping as need to complete the work. 2. A sewer line plug shall be inserted into the line upstream of the section being worked. 3. The plug shall be designed so that all or any portion of the sewage can be released in accordance with the Engineer. 4. During TV inspection, flow shall be reduced within the limits specified above. 5. After the work has been completed, flow shall be restored to normal. D. Pumping and Bypassing 1. When Pumping and bypassing is required the Contractor shall supply the pumps, conduits and other equipment to divert the flow of sewage around the manhole section in which work is being performed. 2. The bypass pump system shall be of sufficient capacity to handle existing flow at peak flow times. 3. The Contract shall be responsible for furnishing the necessary labor and supervision to set up and operate the pumping and bypass pumping system. If pumping is required on a 24-hour basis, engines shall be equipped in a manor to keep noise to a minimum. E. Flow Control Precautions 1. When flow in a sewer line is plugged, blocked or bypasses, sufficient precautions must be taken to protect the sewer lines from damage that might result from surcharging. 2. Precautions must be taken to ensure that sewer flow control operations do not cause flooding or damage to public or private property be served by the sewers involved. END OF SECTION SANITARY SEWER TELEVISING, CLEANING AND INSPECTION © 2017 Stantec 1 193803860 330831 -5 This Page Left Blank Intentionally Request for Action Agenda Section Consent January 14, 2019 Approved by: Kirk McDonald, City Manager Item Number Originating Department: Public Works 6.14 By: Bernie Weber, Director Agenda Title Resolution authorizing final payment to Visu-Sewer Inc., in the amount of $15,270.33 for the 2017 and 2018 Sanitary Sewer Lining project (Improvement project No. 996) Requested Action Staff recommends that Council pass a resolution and authorize final payment to Visu-Sewer Inc., in the amount of $15,270.33 for the 2017 and 2018 Sanitary Sewer Lining project. Policy/Past Practice The city initiated an I/1 reduction program in 2003 and initiatives included a variety of strategies including the lining of many of the cities aging sanitary sewer lines. Starting in 2008, the city has conducted a lining project on a yearly basis. Background Staff recommended that the city continue lining sections of sewer pipe in areas that have been identified with infiltration issues. Aside from the benefit of reducing I/I, the lining of sections of sanitary sewer pipe in the city also extends the useful life of the sanitary sewer infrastructure. In order to save on engineering and construction cost the 2017 and 2018 lining projects were bid together as one project. The 2017 lining project included approximately 6,480 feet of sanitary sewer mains and the 2018 lining project included approximately 7,024 feet of sanitary sewer mains. Project locations are identified in the attached location plan. Change Order 1 was added to the project after receiving a Green Infrastructure Grant from the Metropolitan Council. After extensively studying portions of the project area, some pipe segments were removed from the contract due to lack of infiltration or inflow (I/I). The project was completed in the fall of 2018. Deliverables were received, reviewed and approved in late 2018. Funding Funding for the 2017 and 2018 sanitary sewer lining project is from the city's sewer fund. The sanitary sewer lining project was listed in the 2017 and 2018 CIP at a total of $400,000, which includes indirect cost. The contracted amount of project 996 including Change Order 1 was $286,687.40, and the Final Construction Amount is $254,851.70 which is $31,835.70 less than the contracted amount. This underrun is primarily due to the pipe segments removed from the project due to the results of the Green Infrastructure Grant. Attachments • Resolution • Engineer's Memorandum • Final Pay Request • Location Plan l:\RFA\PUBWORKS\2019\ Counci I \ 996 2017 & 2018 Sewer Lining \ 1-14 Close Out City of New Hope Resolution No. 19-08 Resolution authorizing final payment to Visu-Sewer Inc., in the amount of $15,270.33 for the 2017 and 2018 Sanitary Sewer Lining project (Improvement Project No. 996) WHEREAS, the capital improvement program identifies activities to reduce inflow and infiltration from entering the sanitary sewer system; and, WHEREAS, lining sanitary sewer pipes has been established as an effective way to reduce I/I and extend the life of the sanitary sewer infrastructure; and, WHEREAS, the 2017 and 2018 I/I abatement program activities were included in the approved 2017 and 2018 sanitary sewer operating budgets and capital improvement program; and, WHEREAS, staff and the city engineer, Stantec, have reviewed reports by Visu-Sewer Inc. and find the contracted work acceptable and satisfactory, it is recommended Council authorize final payment to Visu-Sewer, Inc. NOW, THEREFORE, BE IT RESOLVED: That the City Council approves the final payment of $15,270.33 to Visu- Sewer, Inc. 2. That the city manager is authorized to issue final payment to Visu-Sewer Inc. in the amount of $15,270.33. Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 14th day of January, 2019. GGZ�- 2 �taZk Mayor Attest:`' City Clerk Stantec Consulting Services Inc. 2335 Highway 36 West St. Paul MN 55113 Staa Tel: (651) 636-4600 � L�� Fax: (651) 636-1311 December 31, 2018 File: 193803860 Attention: Bernie Weber Director of Public Works City of New Hope 5500 International Parkway New Hope, MN 55428 Reference: 2017 and 2018 Sanitary Sewer Lining - Final Payment City Project #996 Dear Bernie, Enclosed find the final pay request and the IC -134 forms for the 2017 and 2018 Sanitary Sewer Lining project. The contractor, Visu-Sewer Inc., has completed the work in accordance with the contract plans and specifications; therefore, it is recommended that final payment of $15,270.33 is made and the City of New Hope accepts the project. The Original Contract Amount as indicated on the Contractor's Request for Payment is $277,427.80. The contract was amended to include one change order, resulting in a Revised Contract Amount of $286,687.40. Change Order No. 1, in the amount of $9,259.60, provided additional payment for additional lining segments in coordination with the Metropolitan Council Green Infrastructure Grant received by the city. The Final Construction Amount is $254,851.70, which is $31,835.70 under the Revised Contract Amount. This underrun was primarily due to less pipe lining required, as the pipe segments on Jordan Avenue and Ensign Avenue were not lined. The Metropolitan Council Green Infrastructure Grant Study results showed minimal public sewer inflow/infiltration (1/1) within these two street segments; therefore, these pipe segments were not lined. The majority of the 1/1 observed during the study was related to private infrastructure. Design with community in mind December 31, 2018 Mr. Bernie Weber Page 2 of 2 Reference: City Project #996 - 2017 and 2018 Sanitary Sewer Lining - Final Payment If you have any questions or require further information, please call me at (651)604-4808. Regards, STANTEC CONSULTING SERVICES INC. aA4w,- s may/ ao. i4 s Christopher W. Long, P.E. Attachments: Final Pay Request & IC -134's c. Kirk McDonald, Valerie Leone, Megan Hedstrom, Andrew Kramer, Dave Lemke, Shawn Markham, Jim Muellner- New Hope, Ann Dienhart, Kellie Schlegel-Stantec. Design with community in mind Stantec owner: City of New Hope, 4401 Xylon Ave. N., New Hope, MN 55428 Date: November 19, 2018 =or Period: 9/27/2018 to 1 I/ I 9/2b 18 Request No: 4/FINAL contractor: Visu-Sewer, Inc., W230 N4855 Betker Dr., Pewoukee, WI 53072 CONTRACTOR'S REQUEST FOR PAYMENT 2017 AND 2018 SANITARY SEWER LINING STANTEC PROJECT NO. 193803860 CITY PROJECT NO. 996 SUMMARY 1 Original Contract Amount 2 Change Order - Addition 3 Change Order - Deduction 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 0% 9 Subtotal 10 Less Amount Paid Previously 1 1 Liquidated damages - 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. Recommended for Approval by: STANTEC pp ved by C tractor: VIS ER, C. Specified Contract Completion Date: 19380386OR EQ4 F I N AL x Is m 4/FINAL $ 9,259.60 $ 0.00 Approved by Owner: CITY E HOPE Date: $ 277,427.80 $ 286,687.40 $ 254,851.70 $ 0.00 $ 254,851.70 $ 0.00 $ 254,851.70 $ 239,581.37 $ 0.00 $ 15,270.33 No. Item PART 1: 2017 LINING AREA 1 MOBILIZATION 2 TRAFFIC CONTROL 3 BYPASS PUMPING 4 PIPE END SEAL 5 SEWER REHABILITATION WITH CIPP, 9" TOTAL PART 1: 2017 LINING AREA PART 2: 2018 LINING AREA 6 MOBILIZATION 7 TRAFFIC CONTROL 8 BYPASS PUMPING 9 PIPE END SEAL 10 SEWER REHABILITATION WITH CIPP, 9" TOTAL PART 2: 2018 LINING AREA CHANGE ORDER NO. 1 1 PIPE END SEAL 2 SEWER REHABILITATION WITH CIPP, 9" TOTAL CHANGE ORDER NO. 1 TOTAL PART l: 2017 LINING AREA TOTAL PART 2: 2018 LINING AREA TOTAL CHANGE ORDER NO. 1 WORK COMPLETED TO DATE: 193803990RE04 FI NAL.xism $122,101.00 LS Contract Unit Current Quantity Amount Unit Quantity Price Quantity to Date to Date LS 1 1335.00 1 $1,335.00 LS 1 500.00 1 $500.00 LS 1 100.00 1 $100.00 EA 50 10.00 48 $480.00 LF 6480 20.75 5768 $119,686.00 $122,101.00 LS 1 1400.00 1 $1,400.00 LS 1 100.00 1 $100.00 LS 1 100.00 1 $100.00 EA 56 10.00 2 48 $480.00 LF 7024 19.70 398 6163 $121,411.10 $123,491.10 EA 4 10.00 4 $40.00 LF 468 19.70 468 $9,219.60 $9,259.60 $122,101.00 $123,491.10 $9,259.60 $254,851.70 PROJECT PAYMENT STATUS OWNER CITY OF NEW HOPE CITY PROJECT NO. 996 STANTEC PROJECT NO. 193803860 CONTRACTOR VISU-SEWER, INC. CHANGE ORDERS No. Date Description Amount 1 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 1/2/2018 This Change Order provides for additional work on this project. See Change Order. $9,259.60 5,617.77 112,295.50 2 02/02/2018 Total Change Orders $9,259.60 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 12/01/2017 01/31/2018 106,680.73 5,617.77 112,295.50 2 02/02/2018 03/23/2018 21,215.71 3,955.56 131,852.00 3 03/24/2018 09/26/2018 1 1 1,684.93 7,409.73 246,991.10 4/FINAL 09/27/2018 11/19/2018 15,270.33 254,851.70 Material on Hand Total Payment to Date $254,851.70 Original Contract $277,427.80 Retainage Pay No. 4/FINAL Change Orders $9,259.60 Total Amount Earned $254,851.70 Revised Contract $286,687.40 193803860RE04FINAL.x I sm 42ND AVENUE NORTH (CSAF{ 9) N AVE N }ORDA JOS �9 2 9L F 41ST AVE 41ST AVENUE N P LU z O� z Otiti A�FN R 401/2 AVENUE N 40TH AVE N NORTMWOOD PKV Fy Slc ti Fy a NORTHWOOD P PARK z z � LU D w z z a P LU Z� z p NORTHWOOD p �2 p DUCE LU C7 \ PKwy NE QR 36TH AVE N 2017 & 2018 SANITARY SEWER LINING LOCATION PLAN CITY OF NEW HOPE FIGURE: 1 2017 & 2018 SANITARY SEWER LINING DATE: 2/27/2017 PROD. NO.: 193803860 0 1000' LEGEND 2017 LINING AREA 2018 LINING AREA (3 Stantec 2335 Highway 36 W St. Paul. MN 55113 www.sfan}ec.com Page 1 of 1 DEPARTMENT OF REVENUE Contractor Affidavit Submitted Thank you, your Contractor Affidavit has been approved Confirmation Summary Confirmation Number: 1-541-002-688 Submitted Date and Time: 7 -Dec -2018 3:34:32 PM Legal Name: VISU SEWER INC Federal Employer ID: 39-1219110 User Who Submitted: weather Type of Request Submitted: Contractor Affidavit Affidavit Summary Affidavit Number: 1766350848 Minnesota ID: 3042816 Project Owner: CITY OF NEW HOPE Project Number: 996 Project Begin Date: 01 -Sep -2017 Project End Date: 30 -Nov -2018 Project Location: NEW HOPE, MN Project Amount: $254,851.70 Subcontractors: No Subcontractors Important Messages A copy of this page must be provided to the contractor or government agency that hired you. Contact Us If you need further assistance, contact our Withholding Tax Division at 651-282-9999, (toll-free) 800-657-3594, or (email) with holding.tax@state.mn.us. Business hours are 8:00 a.m. - 4:30 p.m. Monday - Friday. Please print this page for your records using the print or save functionality built into your browser. https://www.mndor.state.mn.usltpleservices/ /Retrieve/0/c-Ilt3EzYdgUAw]tZXMWr59SQ_?F... 12/7/2018 Request for Action January 22, 2018 Approved by: Kirk McDonald, City Manager Originating Department: Public Works By: Bernie Weber, Director Agenda Section Development & Planning Item Number 8.2 Agenda Title Resolution approving Change Order No. 1 for Visu-Sewer for the 2017-2018 Sanitary Sewer Lining project (Improvement Project No. 996) Requested Action Staff recommends approval of a resolution approving Change Order No. 1 in the amount of $9,259.60 to provide for the CIPP lining of an additional 468 LF of 9" Sanitary Sewer under Part 2: 2018 Lining Area. Policy/Past Practice The city has a long history of completing initiatives to reduce inflow and infiltration in our sanitary sewer system. Some of these efforts include replacement of older, center hole sanitary sewer manhole covers with solid covers in low areas of the city prone to street flooding; roof vent and foundation drain inspection of apartments and commercial buildings; and the yearly lining and televising of the sewer system. Background The city manager approved a MCES Green Infrastructure Grant application in July of 2017, which was then approved by the Met Council in September of 2017 in the amount of $50,000. A memo was attached to the manager's weekly update on July 21, 2017 describing the grant in detail. The application focused on the study to determine the relationship between storm water and sanitary sewer inflow and infiltration, also called I/I. The study will monitor and quantify the amount of I/I which is through publicly owned sewer vs. privately owned sewer. In order to complete this study, an additional 468' of sewer will need to be lined. Funding This work is eligible for inflow & infiltration credit, as well as the Green Infrastructure Grant funding that was awarded in September of 2017. Attachments • Resolution • Engineer's Memo • Change Order 1 • Location Plan • Staff Memo (7-21-17 Weekly Manager's Update) I:\RFA\PUBWORKS\2018\Council\9962017-18 Sanitary Sewer Lining\1-22 Change Order 1 City of New Hope Resolution No. 18-19 Resolution approving Change Order No. 1 for Visu-Sewer for the 2017-2018 Sanitary Sewer Lining project (Improvement Project No. 996) WHEREAS, the capital improvement program identifies programs to reduce the inflow and infiltration entering the sanitary sewer system; and, WHEREAS, Metropolitan Council Environmental Services (MCES) has determined that lining sanitary sewer pipe reduces the impact of excessive inflow and infiltration (I/I) and extends the life of the sanitary sewer infrastructure; and, WHEREAS, MCES has awarded a grant to the city of New Hope to partially fund this work; and, WHEREAS, the city has received an acceptable total change order cost of $9,259.60; and, WHEREAS, the Council does hereby approve the change order improvements to the 2017-2018 Sanitary Sewer Lining project (Improvement project no. 996); NOW, THEREFORE, BE IT RESOLVED: 1. That Change Order No. 1 to the contract for public improvement No. 996, the 2017 — 2018 Sanitary Sewer Lining Project, is authorized to Visu-Sewer in the amount of $9,259.60. 2. That the mayor and/or city manager is authorized to sign the change order. Adopted by the City Council of the city of New Hope, Hennepin County, Minnesota, this 24f day of January, 2018. h Mayor Attest:kt'c�--'X•--�4�?�� City Clerk 5 stantac January 16, 2018 File: 193803860 Attention: Bernie Weber Director of Public Works City of New Hope 5500 International Parkway New Hope, MN 55428 Stantec Consulting Services Inc. 2335 Highway 36 West St. Paul MN 55113 Tel: (651) 636-4600 Fax: (651) 636-1311 Reference: 2017/2018 Sanitary Sewer Lining Project - Change Order No. 1 City Project No.: 996 Dear Bernie, As requested, we have prepared Change Order No. 1 to provide for the lining of additional sanitary sewer pipe, and to revise the start date for the 2018 work. The additional 468 lineal feet of sewer pipe is on Jordan Avenue North and will be lined as part of the MCES Green Infrastructure Grant lining and monitoring project. This will allow us to monitor and measure flows on a stretch of sewer pipe both before and after it has been lined, but in which drain the stubs have not been installed. In order to ensure that the pre -lining monitoring can be completed, this change order also pushes back the start date for the 2018 lining work to August 6, 2018. This work is eligible for Inflow & Infiltration (1&1) credit, as well as the Green Infrastructure Grant that was awarded to New Hope in 2017. If you have any questions or require further information, please call me at (651)604-4808. Sincerely, STANTEC ate„ Go. X7-, Christopher W. Long, P.E. Attachments: Change Order No. 1 Cc: Brandon Bell, Megan Albert, Dave Lemke, Jim Muellner - New Hope; Kellie Schlegel, Adam Martinson, Ann Dienhart - Stantec Design with community in mind 42nd Ave o 00am m 41 st v 4 1/2 Ave_ ,Ens�n WYi _ — m LED 36th Ave 36th Ave 2017 Originial Lining Contract Project 996 N 2018 Original Lining Contract 2017 & 2018 Sanitary Sewer Change Order 1 Lining Location Plan A Date: 1/16/18 Memorandum To: Kirk McDonald, City Manager cc: D. Lemke, A. Kramer, J. Muellner, S. Markham, M. Albert, C. Long From: Bernie Weber, Public Works Director Date: July 21, 2017 Subject: Metropolitan Council Green Infrastructure Grant Application This year the Metropolitan Council has $1,000,000 available through a green infrastructure pilot grant program. These projects must focus on water quality, water quantity, and wastewater infrastructure issues that face urban communities today. The goal is to assist communities in finding innovative solution that provide multiple benefits. Chris Long of Stantec, City Engineer, has prepared and submitted a grant request on behalf of the City of New Hope (attached). The proposed study would aim to determine the relationship between storm water and sanitary sewer inflow and infiltration, known as I/I. The study would also quantify the amount of I/I which is through publicly owned sewer or privately owned sewer. The study would explore and compare flows in the Northwood North project area. Flow amounts would be monitored on a Mill and Overlay street and a Fully Reconstructed street, to see how a full road section with drain tile and allowing residents to connect sump lines to an underground system compares to just installing a new pavement section. The estimated project cost is $102,620, with potential grant funding totaling 50%, or $51,310. If awarded, the remaining 50% of the project would be funded by the city. As the city is already providing approximately $26,000 in funding from improvements within the 2017/2018 Sanitary Sewer Lining project, it is estimated that an additional $25,000 will need to be funded by the city if this grant is awarded. In the 2017 and 2018 CIP there is a total of $400,000 allocated for sanitary lining projects. The total bid for the 2017/2018 Sanitary Sewer Lining Project (CP# 996) is $277,427.80, and the additional $25,000 for this grant project could be available as this project is significantly under budget. The Metropolitan Council will be awarding grant funding by August 31St, 2017. If awarded, notification will be sent to staff and Council Members. February 5, 2018 Visu-Sewer, Inc. W230 N4855 Betker Drive Pewaukee, WI 53072 Subject: Change Order No. 1 for Project No. 996 At its meeting of January 24, 2018, the New Hope City Council authorized change order no. 1 for the 2017-2018 Sanitary Sewer Lining project for $9,259.60. Enclosed are signed change order documents. Please forward one copy to your bonding company. Sincerely, Vi_ Valerie Leone, CMC City Clerk Enc. cc: Bernie Weber, director of public works Chris Long, city engineer CITY OF NEW HOPE 4401 Xylon Avenue North • New Hope, Minnesota 55428-4898 • www. ci.new-hope.mn.us City Hall: 763-531-5100 • Police (non -emergency): 763-531-5170 • Public Works: 763-592-6777 City Hall Fax: 763-531-5136 • Police Fax: 763-531-5174 • Public Works Fax: 763-592-6776 (3 Stantec Owner: City of New Hope, 4401 Xylon Ave. N., New Hope, MN 55428 Date January 2, 2018 Contractor: Visu-Sewer, Inc., W230 N4855 Betker Drive, Pewaukee, WI 53072 Bond Cc: Merchants Bonding Co., P. O. Box 14498, Des Moines, IA 50306 Bond No: MNC67541 CONSTRUCTION CHANGE ORDER NO. 1 2017 and 2018 SANITARY SEWER LINING STANTEC PROJECT NO. 193803860 ASRS& AMIk PM& Ar CITY PROJECT NO. 996 Cl'"xx ! S Q V IV Description of Work This Change Order provides for the CIPP lining of an additional 468 LF of 9" PVC Sanitary Sewer under Part 2: 2018 Lining Area. The additional pipe to be lined is located on Jordan Avenue North to the west of 40 1/2 Avenue North, This Change Order provides that the construction date to begin construction on Part 2 of this project is adjusted from: Start Construction: For Part 2 (2018 Lining Area) - July 9, 2018. No Work can begin before this date. New date for this start construction is: Start Construction: For Part 2 (2018 Lining Area) - August 6, 2018. No Work can begin before this date. This Change Order provides for all costs associated with this work and no additional compensation will be provided to the Contractor for this work. This Change Order does not provide for any change in the Substantial or Final Completion dates for this project. Contract Unit Total No. Item Unit Quantity Price Amount CHANGE ORDER NO. 1 PIPE END SEAL SEWER REHABILITATION WITH CIPP, 9" TOTAL CHANGE ORDER NO. 1 193803860CHOI .xlsm EA 4 $10.00 $40.00 LF 468 $19.70 $9,219.60 $9,259.60 no. Original Contract Amount Previous Change Orders This Change Order Revised Contract Amount (including this change order) CHANGE IN CONTRACT TIMES Original Contract Times: Substantial Completion (days or date): Ready for final Payment (days or date): Increase of this Change Order: Substantial Completion (days or date): Ready for final Payment (days or date): Contract Time with all approved Change Orders: Substantial Completion (days or date): Ready for final Payment (days or date): Recommended for Approval by: STANTEC Approved by Contractor: VISU SEWER, INC. 9T2.rsJ I/ aa; t 8 Dat cc: Owner Contractor Bonding Company Stantec 193803860CHOl .xlsm Date: 1-ZLo Approved by Owner: CITY OF NEW HOPE Date $277,427.80 $0.00 $9,259.60 $286,687.40