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Home My WebLink AboutC25-242 License Agreement with Town of Eagle for the Water Main Project at Brush Creek Valley Ranch and Open SpaceEagle County, CO 202507139 Becky Close 06/03/2025 Docusign Envelope ID 301FE630 B9974083-AF7D 96107E441579 Pgs: 349 10:59:46 AM REC: $0.00 DOC: $0.00 LICENSE AGREEMENT THIS License Agreement ('License") is made and entered into by and between Eagle County, Colorado, whose address is 500 Broadway, P O Box 850, Eagle, CO 81631 (herein, `Licensor") and Town of Eagle, Colorado, whose address is 200 Broadway, P O Box 609, Eagle, CO 91631 (herein, 'Licensee") The Licensor and Licensee may be referred to collectively as the "Parties ' WHEREAS, Licensor is the owner of certain real property as described in Exhibit A attached hereto and incorporated herein by this reference ("Licensor Property'), and WHEREAS, Licensee holds waterline easements across Licensor Property deposited in the records of the Eagle County Clerk and Recorder at Book 218, Page 431, Book 399, Page 365, and Book 455, Page 752, which contain water utility improvements and WHEREAS, Licensee wishes to obtain a revocable license from the Licensor to replace existing water utility improvements within a new alignment and other related improvements across Licensor Property (the "Improvements"), as described and depicted in the Plans and Specifications attached hereto and incorporated herein by this reference as Exhibit B, and WHEREAS, Licensor Property is encumbered by a Deed of Conservation Easement, deposited in the records of the Eagle County Clerk and Recorder at Reception No 201723583, which deed requires approval by the Eagle Valley Land Trust of any new utility improvements as contemplated herein, and WHEREAS, the Parties desire to enter into a permanent easement agreement at a future time subject to the Licensor's approval, and WHEREAS, the Licensor desires to grant the Licensee a license in order to permit construction and maintenance of the Improvements, subject to the terms and conditions herein NOW THEREFORE, in consideration of the mutual promises and covenants set forth herein and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows 1 Incorporation of Recitals The foregoing Recitals are fully incorporated herein as if set forth in full 2 Grant of License Licensor hereby grants to Licensee a revocable license for the purpose of locating, installing, constructing, operating, maintaining, and accessing the Improvements across, under, and through Licensor Property, as described and depicted on Exhibit C (the Licensed Area') Licensor is granting this License as an accommodation and without monetary consideration Licensee shall, at its expense, procure every permit, license, certificate, or other authorization required in connection with Licensee's lawful and proper use of the License Area 3 Use of Licensed Area Licensee's use of the Licensed Area shall be solely for the location, installation, construction, operation, maintenance, and access to the Improvements Licensee shall be responsible for the Improvements located in the Licensed Area Licensee shall not construct, place, or otherwise locate any other improvements within the Licensed Area without permission of Licensor Licensee shall (a) keep debris, trash, and rubbish clear from the Licensed Area following any activity on the Licensed Area, (b) not permit or suffer any disorderly conduct, excessive noise, or nuisance whatsoever about the Licensed Area or to use such Licensed Area in any way so as to interfere with Licensor's use of Licensor Property, and (c) restore, at its sole cost and expense, the Licensed Area and all conditions thereof harmed or damaged by the use or occupancy of the Licensed Area, ordinary wear and tear excepted The obligation to restore the Licensed Area shall include but not be limited to, restoration of the Adam's Way Connector Trail and the Agricultural Field to the sole satisfaction of Licensor Docusign Envelope ID 301FE63D B997-4083-AF7D 961D7E441579 4 Notice Licensee shall provide Licensor thirty (30) days' notice prior to installation, construction, operation, or maintenance of the Improvements 5 Term This License shall have no termination date but is fully revocable by the Licensor Licensor may terminate this License upon thirty (30) days' written notice to Licensee, except that Licensor may, at its election, terminate this License immediately without such notice at any time if Licensee fails to comply with or abide by each and every provision contained in this License, if the Licensee willfully or deliberately violates any provisions or conditions of this License, or on the grounds that health, safety, or welfare requires such action In the event that the Parties enter into a permanent easement agreement, this license shall terminate automatically 6 Permission not Exclusive The permission granted to Licensee under this License is exclusive to Licensee with respect to use of the License Area only Licensee acknowledges that any other portion of the Licensed Property may be used at any time by Licensor, by third parties, or by other licensees 7 Binding Effect Until the License is revoked or terminated, this License shall run with the land according to the terms herein and shall inure to the benefit of and be binding upon the Parties 8 Modification This License may only be modified upon written agreement of the Parties 9 Counterparts This License may be executed in any number of counterparts, each of which shall be deemed an original instrument, but all of which together shall constitute but one and the same instrument 10 Entire Agreement This License constitutes the entire agreement between the parties The parties shall not be bound by any other agreements, either written or oral, except as set forth in this License 11 No Third -Party Beneficiaries The Parties agree that enforcement of the terms and conditions of this License, and all rights of action relating to such enforcement, shall be strictly reserved to the Parties The Parties expressly intend that any person other than the Parties who receives benefits under this License shall be deemed to be an incidental beneficiary only 12 Governmental Immunity The parties agree and understand that all parties are relying on and do not waive, by any provisions of this Agreement, the monetary limitations or terms or any other rights, immunities, and protections provided by the Colorado Governmental Immunity Act, C R S 24-10-101, et seq , as from time to time amended or otherwise available to the parties or any of their officers agents, or employees 13 Insurance Licensor shall obtain and maintain during the Tenn the following insurance, which may be in the form of an Owner Controlled Insurance Program policy (a) commercial general liability insurance for the protection of Licensor and Licensee and their respective employees, agents, and contractors insuring against any liability ansing out of the use, occupancy, or maintenance of the License Area (including liability for death, personal injury and property damage) in the combined single limit amount of not less than $2,000,000 00, (b) worker's compensation insurance coverage as required by the statutes of the State of Colorado or any applicable federal or local laws or regulations in effect at any time during the Tenn, (c) automobile liability insurance covering any auto (including owned, hired, and non -owned autos) with a minimum limit of not less than $1,000,000 each accident combined bodily injury and property damage Upon execution of this License, Licensee shall deliver to Licensor a certificate evidencing that such policies are in effect Policies for commercial general liability insurance and auto insurance shall name Licensor as an additional insured and shall contain provisions that it cannot be cancelled or modified except after 30 days' pnor written notice to Licensor 14 Indemnification To the extent permitted by law, Licensee shall indemnify, defend, and hold harmless Licensor, and any of its officers, agents, and employees against any losses, claims, damages, or liabilities for which Licensor may become subject to insofar as any 202507139 Docusign Envelope ID 301FE63D B997-4083 AF7D 961D7E441579 such losses, claims, damages, or liabilities apse out of this License, or are based upon any use by Licensee of the Licensed Area or the Improvements, and Licensee shall reimburse Licensor for reasonable attorney fees and costs, legal, and other expenses incurred by Licensor in connection with investigating or defending any such loss, claim, damage, liability, or action This indemnification shall not apply to claims by third parties against the Licensor to the extent that Licensor is liable to such third party for such claims without regard to the involvement of Licensee This paragraph shall survive expiration or termination of this License 15 Governing Law The laws of the State of Colorado shall govern the validity, performance and enforcement of this License Venue for any action instituted pursuant to this License shall lie in Eagle County, Colorado 16 Authority Each person signing this License represents and warrants that said person is fully authorized to enter into and execute this License and to bind the party it represents to the terms and conditions hereof 17 No Waiver The waiver by any party to this License of any term or condition of this License shall not operate or be construed as a waiver of any subsequent breach by any party 18 Assigzitnent Licensee may not have the right of assignment without Licensor's prior written consent to assign this License to a business with which Licensee may merge or consolidate, to any subsidiary of Licensee, to any corporation under common control with Licensee, or to a purchaser of substantially all of Licensee's assets Licensee shall not sublease all or any part of the Properties, or assign this License in whole or in part, without Licensor's consent such consent not to be unreasonably withheld or delayed 19 Severability If any provision of this License is found by a court of competent jurisdiction to be unlawful or unenforceable for any reason, the remaining provisions hereof shall remain in full force and effect 20 Counterparts This License may be executed in counterparts, including any facsimile copies, each of which shall be deemed an original and all of which together shall constitute one and the same instrument Signahaepages immediatelyfollow 202507139 Docusign Envelope ID 301FE63D B997-4083 AF7D-961D7E441579 A By A By 202507139 0F F 1 C/,q4'%,,�� t .,�/,'/''/ SEAL TTEST C Deenng, Town Clerk LICENSEE TOWN OF EAGLE COLORADO By Sc04d, r LICENSOR COUNTY OF EAGLE, STATE OF COLORADO, By and Through Its BOARD OF COUNTY COMMISSIONERS FSigned by By 'roti. Loyd 5/27/2025 TEST �Signedby Tom Boyd, vice chair J'6SL' Becky ose, oun erk & Recorder CONSENT EAGLE VALLEY LAND TRUST By F;cuSigned by ssu rmis Page 4 of 7 202507139 EXHIBIT A Page 5 of 7 202507 _#.� _ � � = m_,a_�� , m_ _ !•! / Om� @�� .- �.. r_. _.mom -.,� _ , _ .-, m� � ._,_ ! 6 um_o�� ;. ____dO_,___ aAMS 31M agwcVIVIIV I EAll Of MOM L, oc �x § , , k M: (01 yl ' � a R \ §oQ�E8 »2 b U_ �uu0 . o.2 , R��2 q�/, 2�Q0ud - �- = 7 dotƒ � � 7 CL f § � m , U• ^ � � ` `� ! 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SEH Budding a Better World for All of Us' Engineers I Architects I Planners I Scientists 202507139 This Page Left Blank Intentionally Brush Creek Transmission Main Project Manual Town of Eagle Colorado Town Project No 52-59-773-522306 SEH No EAGLT—180269 May 2025 For Information Regarding this Project Contact Paul O'Neil P E SEH Inc 934 Main Ave, Unit C Durango, CO 81301 970 459 4259 poneil@sehinc corn Stephan Wilson Town of Eagle Colorado 1050 Chambers Ave Eagle, CO 81631 970 471 4486 stephan wilson@townofeagle org 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado TITLE PAGE 00 01 01 -1 202507139 This Page Left Blank Intentionally DOCUMENT 00 01 03 PROJECT DIRECTORY PROJECT NAME BRUSH CREEK TRANSMISSION MAIN Owner Name Town of Eagle Address 1050 Chambers Avenue Eagle, CO 81631 Contact Stephan Wilson, Utility Manager Phone 970 471 4486 Email stephan wdsonna.townofeagle org Civil Engineer Name SEH Inc Address 934 Main Ave Unit C Durango, CO 81301 Contact Paul O'Neil PE Phone 970 459 4259 Email ponefl()sehinc com Land Surveying Name SEH Inc Address 934 Main Ave, Unit C Durango, CO 81301 Contact Scott Klinker Phone 720 810 9840 Email sklinker(cDsehinc com 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado Project Directory 000103 1 202507139 This Page Left Blank Intentionally DOCUMENT 00 01 05 CERTIFICATION I hereby certify that this specification 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 Colorado �� - 041119 Paul F O'Neil PE Date 4/30/2025 License No 42754 0,1, ' 4275& 04/30/2025 �O�S G�v S�ONAL�� 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado certification 000105-1 202507139 This Page Left Blank Intentionally DOCUMENT 00 01 10 TABLE OF CONTENTS BIDDING AND CONTRACING REQUIREMENTS Division 00 — Contractma Requirements Number Document 0001 01 Title Page 0001 03 Project Directory 0001 05 Certification 0001 10 Table of Contents 0011 13 Advertisement for Bids 0021 13 Instructions to Bidders 0041 00 Bid Form 00 43 00 Bid Bond 0051 00 Notice of Award 00 52 00 Standard Form of Agreement 00 55 00 Notice to Proceed 0061 13 Performance Bond 0061 14 Payment Bond 00 62 00 Contactor s Application for Payment 00 62 05 Certificate of Substantial Completion 00 65 17 Notice of Acceptability of Work 00 70 00 General Conditions 00 73 00 Supplementary Conditions 00 94 39 Field Order 00 94 49 Work Change Directive 00 94 63 Change Order Division 01 - General Requirements 01 11 00 01 11 01 01 25 13 01 31 19 01 3300 01 42 00 01 45 00 01 45 10 01 5010 01 5200 01 6000 01 72 00 01 77 00 01 78 36 DIVISION 3 — CONCRETE 2025071 �� 05 16 3300 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Summary of Work Definition of Bid Items Product Substitution Procedures Project Meetings Submittal Procedures Abbreviations Quality Control Testing and Laboratory Services Protection of Existing Facilities Construction Facilities and Temporary Controls Materials and Equipment Start-up, Demonstration, and Instruction of Systems Closeout Procedures Warranties, Guarantees, and Bonds Precast Concrete Utility Structures Cast in Place Concrete Table of Contents 00 01 10 1 DIVISION 26 — ELECTRICAL 26 00 00 DIVISION 31 — EARTHWORK 31 1000 31 2333 Basic Electrical Materials and Methods Site Preparation Trench Excavation and Backfill DIVISION 32 - EXTERIOR IMPROVEMENTS 3231 13 Fences and Gates 32 92 OOR Turf and Grasses DIVISION 33 — UTILITIES 33 10 15 3311 00 33 9002 Pressure Reducing Station Valve Water Distribution Systems Valves & Operators DIVISION 40 — PROCESS INTEGRATION 40 90 00 Instrumentation and Controls 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Table of Contents 00 01 10 2 202507139 SECTION 00 11 13 ADVERTISEMENT FOR BIDS TOWN OF EAGLE EAGLE, COLORADO TOWN OF EAGLE BRUSH CREEK TRANSMISSION MAIN General Notice Town of Eagle (Owner) is requesting Bids for the construction of the following Project Town of Eagle Brush Creek Transmission Main Project Town Project No 52-59-773-522306 Bids for the construction of the Project will be received electronically (PDF format) by Stephan Wilson, PE Town of Eagle stephan wdsonno.townofeagle org until May 29, 2025 at 2 00 PM local time The Project includes the following Work The work includes, but is not necessarily limited to, furnishing of labor, materials, and equipment for the Town of Eagle Brush Creek Transmission Main project The project consists of installation of approximately 5500 linear feet of 24-IN HDPE waterline, buried and exposed valves, electrical connections, PRV valves, and all appurtenant work shown on drawings and specifications Bids are requested for the following Contract Town of Eagle Brush Creek Water Transmission Project Town Project No 52-59-773-522306 The Project has an expected final completion date of November 15, 2025 and final payment date of December 13, 2025 Obtaining the Bidding Documents The Bidding Documents will be made available for inspection via BidNet Direct Only electronic (PDF format) copies of Bidding Documents are being made available All drawings, specifications, and addendum can be obtained from BidNet Direct See www bidnetdirect com for additional information PDF copies of Bidding Documents may be emailed to contractors upon request Additional addenda will be released via BidNet Direct EJCDC® C-111, Advertisement for Bids for Construction Contract Copyright'2018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 11 13 — Page 1 of 2 202507139 A pre -bid conference for the Project will be held on May 15, 2025 at 10 00 am local time at 1050 Chambers Avenue, Eagle, CO 81631 Attendance at the pre - bid conference is mandatory All questions and RFls are due by May 19 at 5 00 PM, and must be received electronically by Paul O'Neil SEH Inc poned(a)sehinc com Instructions to Bidders For all further requirements regarding bid submittal, qualifications, procedures, and contract award, refer to the Instructions to Bidders that are included in the Bidding Documents This Advertisement is issued by Owner Town of Eagle By Stephan Wilson Title Utility Manager Date May 1, 2025 Opening of Bids Bids will be opened on Microsoft Teams on May 29, 2025 at 2 30 PM via the login information below Meeting ID 244 561 731 687 Passcode Xx7LZ6K7 Phone 1 469 770 0416 Conference ID 614 229 49# EJCDC® C-111 Advertisement for Bids for Construction Contract Copyngh62018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 11 13 — Page 1 of 2 DOCUMENT 00 21 13 INSTRUCTIONS TO BIDDERS ARTICLE 1—DEFINED TERMS 101 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 which registers plan holders ARTICLE 2—BIDDING DOCUMENTS 201 Bidder shall obtain a complete set of Bidding Requirements and proposed Contract Documents (together, the Bidding Documents) See the Agreement for a list of the Contract Documents It is Bidder's responsibility to determine that it is using a complete set of documents in the preparation of a Bid Bidder assumes sole responsibility for errors or misinterpretations resulting from the use of incomplete documents, by Bidder itself or by its prospective Subcontractors and Suppliers 202 Bidding Documents are made available for the sole purpose of obtaining Bids for completion of the Project and permission to download or distribution of the Bidding Documents does not confer a license or grant permission or authorization for any other use Authorization to download documents, or other distribution, includes the right for plan holders to print documents solely for their use, and the use of their prospective Subcontractors and Suppliers, provided the plan holder pays all costs associated with printing or reproduction Printed documents may not be re -sold under any circumstances 203 Electronic Documents A When the Bidding Requirements indicate that electronic (digital) copies of the Bidding Documents are available, such documents will be made available to the Bidders as Electronic Documents in the manner specified Bidding Documents will be provided in Adobe PDF (Portable Document Format) ( pdf) that is readable by Adobe Acrobat Reader Version It is the intent of the Engineer and Owner that such Electronic Documents are to be exactly representative of the paper copies of the documents However, because the Owner and Engineer cannot totally control the transmission and receipt of Electronic Documents nor the Contractor's means of reproduction of such documents, the Owner and Engineer cannot and do not guarantee that Electronic Documents and reproductions prepared from those versions are identical in every manner to the paper copies B Unless otherwise stated in the Bidding Documents, the Bidder may use and rely upon complete sets of Electronic Documents of the Bidding Documents, described in Paragraph 2 06 A above However, Bidder assumes all risks associated with differences arising from transmission/receipt of Electronic 202507139 Documents versions of Bidding Documents and reproductions prepared from those versions and, further, assumes all risks, costs, and responsibility associated with use of the Electronic Documents EJCDC® C-200, Instructions to Bidders for Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 1 of 10 01 21 13 Instruction to Bidders versions to derive information that is not explicitly contained in printed paper versions of the documents, and for Bidder's reliance upon such derived information 1 Electronic Documents that are available in native file format include a Brush Creek Transmission Main Plans b Bid Documents 2 Release of such documents will be solely for the convenience of the Contractor No such document is a Contract Document 3 Unless the Contract Documents explicitly identify that such information will be available to the Successful Bidder (Contractor), nothing herein will create an obligation on the part of the Owner or Engineer to provide or create such information, and the Contractor is not entitled to rely on the availability of such information in the preparation of its Bid or pricing of the Work In all cases, the Contractor shall take appropriate measures to verify that any electronic/digital information provided in Electronic Documents is appropriate and adequate for the Contractor's specific purposes 4 In no case will the Contractor be entitled to additional compensation or time for completion due to any differences between the actual Contract Documents and any related document in native file format ARTICLE 3—QUALIFICATIONS OF BIDDERS 301 Bidder is to submit the following information with its Bid to demonstrate Bidder's qualifications to perform the Work A Written evidence establishing its qualifications such as financial data, previous experience, and present commitments B A written statement that Bidder is authorized to do business in the state where the Project is located, or a written certification that Bidder will obtain such authority prior to the Effective Date of the Contract C Bidder's state or other contractor license number, if applicable D Subcontractor and Supplier qualification information E Other required information regarding qualifications 302 A Bidder's failure to submit required qualification information within the times indicated may disqualify Bidder from receiving an award of the Contract 303 No requirement in this Article 3 to submit information will prejudice the right of Owner to seek additional pertinent information regarding Bidder's qualifications ARTICLE 4—PRE-BID CONFERENCE 401 A mandatory pre -bid conference will be held at the time and location indicated in the Advertisement or 202507139 invitation to bid Representatives of Owner and Engineer will be present to discuss the Project Proposals will not be accepted from Bidders who do not attend the conference It is each Bidder's responsibility to sign in at the pre -bid conference to verify its participation Bidders must sign in using the name of the EJCDC® C-200, Instructions to Bidders for Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 2 of 10 01 21 13 Instruction to Bidders organization that will be submitting a Bid A list of qualified Bidders that attended the pre -bid conference and are eligible to submit a Bid for this Project will be issued in an Addendum 402 Information presented at the pre -Bid conference does not alter the Contract Documents Owner will issue Addenda to make any changes to the Contract Documents that result from discussions at the pre -Bid conference Information presented, and statements made at the pre -bid conference will not be binding or legally effective unless incorporated in an Addendum ARTICLE 5—SITE AND OTHER AREAS, EXISTING SITE CONDITIONS, EXAMINATION OF SITE, OWNER'S SAFETY PROGRAM, OTHER WORK AT THE SITE 501 Site and Other Areas A The Site is identified in the Bidding Documents By definition, the Site includes rights -of -way, easements, and other lands furnished by Owner for the use of the Contractor Any additional lands required for temporary construction facilities, construction equipment, or storage of materials and equipment, and any access needed for such additional lands, are to be obtained and paid for by Contractor 502 Existing Site Conditions A Underground Facilities Underground Facilities are shown or indicated on the Drawings, pursuant to Paragraph 5 05 of the General Conditions, and not in the drawings referred to in Paragraph 5 02 A of these Instructions to Bidders Information and data regarding the presence or location of Underground Facilities are not intended to be categorized, identified, or defined as Technical Data 503 Other Site -related Documents A No other Site -related documents are available 504 Site Visit and Testing by Bidders A Bidder is required to visit the Site and conduct a thorough visual examination of the Site and adjacent areas During the visit the Bidder must not disturb any ongoing operations at the Site B A Site visit is scheduled following the pre -bid conference Maps to the Site will be available at the pre -Bid conference C Bidders visiting the Site are required to arrange their own transportation to the Site D All access to the Site other than during a regularly scheduled Site visit must be coordinated through the following Owner Stephan wilson@townofeagle or Bidder must conduct the required Site visit during normal working hours E Bidder is not required to conduct any subsurface testing, or exhaustive investigations of Site conditions F On request, and to the extent Owner has control over the Site, and schedule permitting, the Owner will provide Bidder general access to the Site to conduct such additional examinations, investigations, explorations, tests, and studies as Bidder deems necessary for preparing and submitting a successful 202507139 Bid Owner will not have any obligation to grant such access if doing so is not practical because of existing operations, security or safety concerns, or restraints on Owner's authority regarding the Site Bidder is responsible for establishing access needed to reach specific selected test sites EJCDC® C-200, Instructions to Bidders for Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 3 of 10 01 21 13 Instruction to Bidders G Bidder must comply with all applicable Laws and Regulations regarding excavation and location of utilities, obtain all permits, and comply with all terms and conditions established by Owner or by property owners or other entities controlling the Site with respect to schedule, access, existing operations, security, liability insurance, and applicable safety programs H Bidder must fill all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies 505 Owner's Safety Program A Site visits and work at the Site may be governed by an Owner safety program If an Owner safety program exists, it will be noted in the Supplementary Conditions 5 06 Other Work at the Site A Reference is made to Article 8 of the Supplementary Conditions for the identification of the general nature of other work of which Owner is aware (if any) that is to be performed at the Site by Owner or others (such as utilities and other prime contractors) and relates to the Work contemplated by these Bidding Documents If Owner is party to a written contract for such other work, then on request, Owner will provide to each Bidder access to examine such contracts (other than portions thereof related to price and other confidential matters), if any ARTICLE 6—BIDDER'S REPRESENTATIONS AND CERTIFICATIONS 601 Express Representations and Certifications in Bid Form, Agreement A The Bid Form that each Bidder will submit contains express representations regarding the Bidder's examination of Project documentation, Site visit, and preparation of the Bid, and certifications regarding lack of collusion or fraud in connection with the Bid Bidder should review these representations and certifications, and assure that Bidder can make the representations and certifications in good faith, before executing and submitting its Bid B If Bidder is awarded the Contract, Bidder (as Contractor) will make similar express representations and certifications when it executes the Agreement ARTICLE 7—INTERPRETATIONS AND ADDENDA 701 Owner on its own initiative may issue Addenda to clarify, correct, supplement, or change the Bidding Documents 702 Bidder shall submit all questions about the meaning or intent of the Bidding Documents to Engineer in writing Contact information and submittal procedures for such questions are as follows 202507139 A Direct all questions to Paul O'Neil SEH Inc poneil@sehinc com 970 459 4529 EJCDC@ C-200, Instructions to Bidders for Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 4 of 10 01 21 13 Instruction to Bidders 703 Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered to all registered plan holders Questions received less than seven days prior to the date for opening of Bids may not be answered 704 Only responses set forth in an Addendum will be binding Oral and other interpretations or clarifications will be without legal effect Responses to questions are not part of the Contract Documents unless set forth in an Addendum that expressly modifies or supplements the Contract Documents ARTICLE 8—BID SECURITY 801 A Bid must be accompanied by Bid security made payable to Owner in an amount of 5 percent of Bidder's maximum Bid price (determined by adding the base bid and all alternates) and in the form of a Bid bond issued by a surety meeting the requirements of Paragraph 6 01 of the General Conditions Such Bid bond will be issued in the form included in the Bidding Documents 802 The Bid security of the apparent Successful Bidder will be retained until Owner awards the contract to such Bidder, and such Bidder has executed the Contract, furnished the required Contract security, and met the other conditions of the Notice of Award, whereupon the Bid security will be released If the Successful Bidder fails to execute and deliver the Contract 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, in whole in the case of a penal sum bid bond, and to the extent of Owner's damages in the case of a damages -form bond Such forfeiture will be Owner's exclusive remedy if Bidder defaults 803 The Bid security of other Bidders that 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 Contract or 61 days after the Bid opening, whereupon Bid security furnished by such Bidders will be released 804 Bid security of other Bidders that Owner believes do not have a reasonable chance of receiving the award will be released within 7 days after the Bid opening ARTICLE 9—CONTRACT TIMES 901 The number of days within which, or the dates by which, the Work is to be (a) substantially completed and (b) ready for final payment, and (c) Milestones (if any) are to be achieved, are set forth in the Agreement 902 Provisions for liquidated damages, if any, for failure to timely attain a Milestone, Substantial Completion, or completion of the Work in readiness for final payment, are set forth in the Agreement ARTICLE 10—SUBSTITUTE AND "OR EQUAL" ITEMS 10 01 The Contract for the Work, as awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration during the bidding and Contract award process of possible substitute or "or -equal" items In cases in which the Contract allows the Contractor to request that Engineer authorize the use of a substitute or "or -equal" item of material or equipment, application 202507139 EJCDC® C-200, Instructions to Bidders for Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 5 of 10 01 21 13 Instruction to Bidders for such acceptance may not be made to and will not be considered by Engineer until after the Effective Date of the Contract 10 02 All prices that Bidder sets forth in its Bid will be based on the presumption that the Contractor will furnish the materials and equipment specified or described in the Bidding Documents, as supplemented by Addenda Any assumptions regarding the possibility of post -Bid approvals of "or -equal" or substitution requests are made at Bidder's sole risk ARTICLE 11—SUBCONTRACTORS, SUPPLIERS, AND OTHERS 1101 Bidder must be prepared to retain specific Subcontractors and Suppliers for the performance of the Work if required to do so by the Bidding Documents or in the Specifications If a prospective Bidder objects to retaining any such Subcontractor or Supplier and the concern is not relieved by an Addendum, then the prospective Bidder should refrain from submitting a Bid 1102 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 and Suppliers Declining to make requested substitutions will constitute grounds for forfeiture of the Bid security of any Bidder Any Subcontractor or Supplier, 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 subsequent revocation of such acceptance as provided in Paragraph 7 07 of the General Conditions ARTICLE 12—PREPARATION OF BID 12 01 The Bid Form is included with the Bidding Documents A All blanks on the Bid Form must be completed in ink and the Bid Form signed in ink Erasures or alterations must be initialed in ink by the person signing the Bid Form A Bid price must be indicated for each section, Bid item, alternate, adjustment unit price item, and unit price item listed therein B If the Bid Form expressly indicates that submitting pricing on a specific alternate Item is optional, and Bidder elects to not furnish pricing for such optional alternate Item, then Bidder may enter the words "No Bid" or "Not Applicable " 1202 If Bidder has obtained the Bidding Documents as Electronic Documents, then Bidder shall prepare its Bid on a paper copy of the Bid Form printed from the Electronic Documents version of the Bidding Documents The printed copy of the Bid Form must be clearly legible, printed on 8%Z inch by 11-inch paper and as closely identical in appearance to the Electronic Document version of the Bid Form as may be practical The Owner reserves the right to accept Bid Forms which nominally vary in appearance from the original paper version of the Bid Form, providing that all required information and submittals are included with the Bid 1203 A Bid by a corporation must be executed in the corporate name by a corporate officer (whose title must appear under the signature), accompanied by evidence of authority to sign The corporate address and state of incorporation must be shown 1204 A Bid by a partnership must be executed in the partnership name and signed by a partner (whose title 202507139 must appear under the signature), accompanied by evidence of authority to sign The official address of the partnership must be shown EJCDC® C-200, Instructions to Bidders for Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 6 of 10 01 21 13 Instruction to Bidders 1205 A Bid by a limited liability company must be executed in the name of the firm by a member or other authorized person and accompanied by evidence of authority to sign The state of formation of the firm and the official address of the firm must be shown 1206 A Bid by an individual must show the Bidder's name and official address 1207 A Bid by a joint venture must be executed by an authorized representative of each joint venturer in the manner indicated on the Bid Form The joint venture must have been formally established prior to submittal of a Bid, and the official address of the joint venture must be shown 1208 All names must be printed in ink below the signatures 1209 The Bid must contain an acknowledgment of receipt of all Addenda, the numbers of which must be filled in on the Bid Form 1210 Postal and e-mail addresses and telephone number for communications regarding the Bid must be shown 1211 The Bid must contain evidence of Bidder's authority to do business in the state where the Project is located, or Bidder must certify in writing that it will obtain such authority within the time for acceptance of Bids and attach such certification to the Bid 1212 If Bidder is required to be licensed to submit a Bid or perform the Work in the state where the Project is located, the Bid must contain evidence of Bidder's licensure, or Bidder must certify in writing that it will obtain such licensure within the time for acceptance of Bids and attach such certification to the Bid Bidder's state contractor license number, if any, must also be shown on the Bid Form ARTICLE 13—BASIS OF BID 13 01 Unit Price A Bidders must submit a Bid on a unit price basis for each item of Work listed in the unit price section of the Bid Form B The "Bid Price" (sometimes referred to as the extended price) for each unit price Bid item will be the product of the "Estimated Quantity", which Owner or its representative has set forth in the Bid Form, for the item and the corresponding `Bid Unit Price" offered by the Bidder The total of all unit price Bid items will be the sum of these "Bid Prices", such total will be used by Owner for Bid comparison purposes The final quantities and Contract Price will be determined in accordance with Paragraph 13 03 of the General Conditions C Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum 13 02 Allowances A For cash allowances the Bid price must include such amounts as the Bidder deems proper for Contractor's overhead, costs, profit, and other expenses on account of cash allowances, if any, named in the Contract Documents, in accordance with Paragraph 13 02 B of the General Conditions 202507139 EJCDC® C-200, Instructions to Bidders for Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 7 of 10 01 21 13 Instruction to Bidders ARTICLE 14—SUBMITTAL OF BID 14 01 The Bidding Documents include one separate unbound copy of the Bid Form, and, if required, the Bid Bond Form The unbound copy of the Bid Form is to be completed and submitted with the Bid security and the other documents required to be submitted under the terms of Article 2 of the Bid Form 1402 A Bid must be received no later than the date and time prescribed and at the place indicated in the Advertisement or invitation to bid and must 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 must 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 must be enclosed in a separate package plainly marked on the outside with the notation `BID ENCLOSED "A mailed Bid must be addressed to the location designated in the Advertisement 1403 Bids received after the date and time prescribed for the opening of bids, or not submitted at the correct location or in the designated manner, will not be accepted and will be returned to the Bidder unopened ARTICLE 15—MODIFICATION AND WITHDRAWAL OF BID 1501 An unopened Bid maybe 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 Upon receipt of such notice, the unopened Bid will be returned to the Bidder 1502 If a Bidder wishes to modify its Bid prior to Bid opening, Bidder must withdraw its initial Bid in the manner specified in Paragraph 15 01 and submit a new Bid prior to the date and time for the opening of Bids 15 03 If within 24 hours after Bids are opened any Bidder files a duly signed written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, the Bidder may withdraw its Bid, and the Bid security will 202507139 EJCDC® C-200, Instructions to Bidders for Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 8 of 10 01 21 13 Instruction to Bidders be returned Thereafter, if the Work is rebid, the Bidder will be disqualified from further bidding on the Work ARTICLE 16—OPENING OF BIDS 16 01 Bids will be opened at the time and place indicated in the advertisement or invitation to bid 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 opening of Bids ARTICLE 17—BIDS TO REMAIN SUBJECT TO ACCEPTANCE 17 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 18—EVALUATION OF BIDS AND AWARD OF CONTRACT 18 01 Owner reserves the right to reject any or all Bids, including without limitation, nonconforming, nonresponsive, unbalanced, or conditional Bids Owner also reserves the right to waive all minor Bid informalities not involving price, time, or changes in the Work 18 02 Owner will reject the Bid of any Bidder that Owner finds, after reasonable inquiry and evaluation, to not be responsible 1803 If Bidder purports to add terms or conditions to its Bid, takes exception to any provision of the Bidding Documents, or attempts to alter the contents of the Contract Documents for purposes of the Bid, whether in the Bid itself or In a separate communication to Owner or Engineer, then Owner will reject the Bid as nonresponsive 18 04 If Owner awards the contract for the Work, such award will be to the responsible Bidder submitting the lowest responsive Bid 18 05 Evaluation of Bids A In evaluating Bids, Owner will consider whether the Bids comply with the prescribed requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form or prior to the Notice of Award B For the determination of the apparent low Bidder when unit price bids are submitted, Bids will be compared on the basis of the total of the products of the estimated quantity of each item and unit price Bid for that item, together with any lump sum items 18 06 In evaluating whether a Bidder is responsible, Owner will consider the qualifications of the Bidder and may consider the qualifications and experience of Subcontractors and Suppliers proposed for those 202507139 EJCDC® C-200, Instructions to Bidders for Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 9 of 10 01 21 13 Instruction to Bidders portions of the Work for which the identity of Subcontractors and Suppliers must be submitted as provided in the Bidding Documents 18 07 Owner may conduct such investigations as Owner deems necessary to establish the responsibility, qualifications, and financial ability of Bidders and any proposed Subcontractors or Suppliers ARTICLE 19—BONDS AND INSURANCE 19 01 Article 6 of the General Conditions, as may be modified by the Supplementary Conditions, sets forth Owner's requirements as to performance and payment bonds, other required bonds (if any), and insurance When the Successful Bidder delivers the executed Agreement to Owner, it must be accompanied by required bonds and insurance documentation 19 02 Article 8, Bid Security, of these Instructions, addresses any requirements for providing bid bonds as part of the bidding process ARTICLE 20—SIGNING OF AGREEMENT 2001 When Owner issues a Notice of Award to the Successful Bidder, it will be accompanied by the unexecuted counterparts of the Agreement along with the other Contract Documents as identified in the Agreement Within 15 days thereafter, Successful Bidder must execute and deliver the required number of counterparts of the Agreement and any bonds and insurance documentation required to be delivered by the Contract Documents to Owner Within 10 days thereafter, Owner will deliver one fully executed counterpart of the Agreement to Successful Bidder, together with printed and electronic copies of the Contract Documents as stated in Paragraph 2 02 of the General Conditions ARTICLE 21—SALES AND USE TAXES 2101 Owner is exempt from Colorado state sales and use taxes on materials and equipment to be incorporated In the Work Said taxes must not be included in the Bid Refer to Paragraph SC-7 10 of the Supplementary Conditions for additional information ARTICLE 22—LOCAL BUSINESS LICENSE 22 01 Contractor shall hold applicable licenses with the Town of Eagle and Eagle County as required for completion of the work 202507139 EJCDC® C-200, Instructions to Bidders for Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 10 of 10 01 21 13 Instruction to Bidders 202507139 SECTION 00 41 00 BID FORM FOR CONSTRUCTION CONTRACT 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 ARTICLE 1—OWNER AND BIDDER 101 This Bid is submitted to Stephan Wilson at stephan wilson(a)townofeagle org 1 02 Contract Identification and Number A Town of Eagle Project No 52-59-773-522306 103 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 as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents ARTICLE 2—ATTACHMENTS TO THIS BID 201 The following documents are submitted with and made a condition of this Bid A Required Bid security B List of Proposed Subcontractors, C List of Proposed Suppliers, D Evidence of authority to do business in the state of the Project, or a written covenant to obtain such authority within the time for acceptance of Bids, E Contractors license number as evidence of Bidder's State Contractor's License or a covenant by Bidder to obtain said license within the time for acceptance of Bids, F Required Bidder Qualification Statement with supporting data ARTICLE 3—BASIS OF BID —UNIT PRICES 301 Unit Price Bids A Bidder acknowledges that 1 Each bid unit Price includes an amount considered by Bidder to be adequate to cover Contractor's overhead and profit for each separately identified item, and 2 Any item not specifically identified in the definition of bid items, but shown in the Contract Documents, will be included in a related bid item B Bidder will perform the following Work at the indicated unit prices Refer to Section 01 1101 - Definition of Bid Items Determination of low bidder will be the total of Base Bid Items 1- 13 EJCDC® C-410, Bid Form for Construction Contract CopyrighP2018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 41 00 — Page 1 of 6 202507139 Table 1 TOWN OF EAGLE, COLORADO BRUSH CREEK TRANSMISSION MAIN AND SCHOOLHOUSE PRESSURE REDUCING VALVE (PRV) ITEM # ITEM DESCRIPTION UNIT QUANTITY ESTIMATED UNIT PRICE TOTAL COST General 1 Mobilization Lump Sum 1 2 Erosion Control/Storm Water Management Lump Sum 1 3 Traffic Control Lump Sum 1 Subtotal (A) Civil - Waterline Installation - To Connection #3 and PRV 4 PRV Equipment- Includes all plumbing and appurtenances interior to vault, rehab of vault Lump Sum 1 5 HDPE Pipe in Trench (24" DR11) Linear Feet 5600 5a HDPE Pipe in Trench (1 5" Service)(Includes main and terminal connections) Linear Feet 240 6 lFire Hydrant (included DIP lateral in trench) Each 4 7 6" Gate Valve Each 5 7a 12" Gate Valve Each 4 7b 16" Gate Valve Each 2 7c 16" Butterfly Valve Each 1 7d 24"x8"x8" Tee Each 3 7e 16"x16"x8" Tee Each 1 7f 12 x12"x6" Tee Each 2 7g 8"x6" Reducer Each 2 8 6' Diameter Manhole (Air Release Vault) Each 2 9 Air Release Vault Equipment (Includes all plumbing and appurtenances interior to vault excavation and demo) Each 2 10 Connection #1(includes anchor MJ coupler and reducer) Each 1 10a Connection #2 (includes anchors, reducers, MJ couplers restraints 12" DIP exteriorto vault) Each 1 10b Connection #3 (includes anchors, 45 deg lbends MJ couplers 16" DIP, coupling) Each 1 11 Potholing Each 10 12 Plug and Abandon Existing Lump Sum 1 13 Trench Dams Each 7 14 Trench Dewatenng Day 35 Subtotal (B) Total (A+B) EJCDC® C-410 Bid Form for Construction Contract Copyngh62018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 41 00 — Page 2 of 6 302 Subcontractor Listing A The following information is submitted for each subcontractor that will be used in the work if the Bidder is awarded the Agreement Additional numbered pages shall be attached to this page as required Each page shall be headed "SUBCONTRACTOR LISTING' and signed All work to be subcontracted over $10,000 shall be listed Amount of Subcontract Name and Address of Portion OT vvorK ARTICLE 4—TIME OF COMPLETION 401 Bidder agrees that the Work will be substantially complete and will be completed and ready for final payment in accordance with Paragraph 15 06 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement 402 Bidder accepts the provisions of the Agreement as to liquidated damages ARTICLE 5-13IDDER'S ACKNOWLEDGEMENTS ACCEPTANCE PERIOD, INSTRUCTIONS, AND RECEIPT OF ADDENDA 501 Bid Acceptance Period A This Bid will remain subject to acceptance for 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner 502 Instructions to Bidders 202507139 A Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security 503 Receipt of Addenda A Bidder hereby acknowledges receipt of the following Addenda EJCDC® C-410, Bid Form for Construction Contract Copynght02018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 41 00 — Page 3 of 6 Addendum Number Addendum Date ARTICLE 6-13IDDER'S REPRESENTATIONS AND CERTIFICATIONS 601 Bidder's Representations A In submitting this Bid, Bidder represents the following 1 Bidder has examined and carefully studied the Bidding Documents, including Addenda 2 Bidder has visited the Site, conducted a thorough visual examination of the Site and adjacent areas, and become familiar with the general, local, and Site conditions that may affect cost, progress, and performance of the Work 3 Bidder is familiar with all Laws and Regulations that may affect cost, progress, and performance of the Work 4 Bidder has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, with respect to the Technical Data in such reports and drawings 5 Bidder has carefully studied the reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, with respect to Technical Data in such reports and drawings 6 Bidder has considered the information known to Bidder itself, 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 Technical Data identified in the Supplementary Conditions or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work, (b) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, if selected as Contractor, and (c) Bidder's (Contractors) safety precautions and programs 7 Based on the information and observations referred to in the preceding paragraph, Bidder agrees that no 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 8 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 9 Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor 10 The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work 202507139 11 The submission of this Bid constitutes an incontrovertible representation by Bidder that without exception the Bid and all prices in the Bid are premised upon performing and furnishing the Work required by the Bidding Documents 602 Bidder's Certifications EJCDC® C-410 Bid Form for Construction Contract Copyrigh62018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 41 00 — Page 4 of 6 A The Bidder certifies the following 1 This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation 2 Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid 3 Bidder has not solicited or induced any individual or entity to refrain from bidding 4 Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract For the purposes of this Paragraph 6 02 A a Corrupt practice means the offering, giving, receiving, or soliciting of anything of value likely to influence the action of a public official in the bidding process b Fraudulent practice means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of Owner, (b) to establish bid prices at artificial non-competitive levels, or (c) to deprive Owner of the benefits of free and open competition c 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 d 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 BIDDER hereby submits this Bid as set forth above Bidder (typed or pnnted name of organization) By (ind►vidual's signature) Name (typed or printed) Title (typed or printed) Date (typed or printed) If Bidder is a corporation, a partnership, or a joint venture, attach evidence of authority to sign Attest (►ndividual's signature) Name (typed or printed) 202507139 Title (typed or pnnted) Date (typed or printed) Address for giving notices EJCDC® C410 Bid Form for Construction Contract Copynght02018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 41 00 — Page 5 of 6 202507139 Bidder's Contact Name (typed or pnnted) Title (typed or pnnted) Phone Email Address Bidder's Contractor License No (if applicable) END OF SECTION EJCDC® C-410, Bid Form for Construction Contract Copyngh62018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 41 00 — Page 6 of 6 202507139 BID BOND (PENAL SUM FORM) Bidder Surety Name Name Address (principal place of business) Address (principal place of business) Owner Bid Name Town of Eagle Project (name and location) Address (principal place of business) Brush Creek Transmission Main 1050 Chambers Ave Eagle, CO 81631 Bid Due Date May 29, 2025 at 2 00 PM Bond Penal Sum Date of Bond Surety and Bidder, intending to be legally bound hereby, subject to the terms set forth in this Bid Bond, do each cause this Bid Bond to be duly executed by an authorized officer, agent, or representative Bidder Surety (Full formal name of Bidder) (Full formal name of Surety) (corporate seal) By By (Signature) (Signature) (Attach Power of Attorney) Name Name (Panted or typed) (Printed or typed) Title Title Attest Attest (Signature) (Signature) Name Name (Printed or typed) (Printed or typed) Title Title Notes (1) Note Addresses are to be used for giving any required notice (2) Provide execution by any additional parties, such as joint venturers, if necessary EJCDC® C-430, Bid Bond (Penal Sum Form) Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 1 of 2 I Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to pay to Owner upon default of Bidder the penal sum set forth on the face of this Bond Payment of the penal sum is the extent of Bidder's and Surety's liability Recovery of such penal sum under the terms of this Bond will be Owner's sole and exclusive remedy upon default of Bidder 2 Default of Bidder occurs upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents 3 This obligation will be null and void if 3 1 Owner accepts Bidder's Bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents, or 3 2 All Bids are rejected by Owner, or 3 3 Owner fails to issue a Notice of Award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in writing by Bidder and, if applicable, consented to by Surety when required by Paragraph 5 hereof) 4 Payment under this Bond will be due and payable upon default of Bidder and within 30 calendar days after receipt by Bidder and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due 5 Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award including extensions does not in the aggregate exceed 120 days from the Bid due date without Surety's written consent 6 No suit or action will be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Bidder and Surety, and in no case later than one year after the Bid due date 7 Any suit or action under this Bond will be commenced only in a court of competent jurisdiction located in the state in which the Project is located 8 Notices required hereunder must be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond Such notices may be sent by personal delivery, commercial courier, or by United States Postal Service registered or certified mail, return receipt requested, postage pre -paid, and will be deemed to be effective upon receipt by the party concerned 9 Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby 10 This Bond is intended to conform to all applicable statutory requirements Any applicable requirement of any applicable statute that has been omitted from this Bond will be deemed to be included herein as if set forth at length If any provision of this Bond conflicts with any applicable statute, then the provision of said statute governs and the remainder of this Bond that is not in conflict therewith continues in full force and 202507139 effect 11 The term "Bid" as used herein includes a Bid, offer, or proposal as applicable EJCDC® C-430, Bid Bond (Penal Sum Form) Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of civil Engineers All rights reserved Page 2 of 2 SECTION 00 51 00 NOTICE OF AWARD Date of Issuance Owner Town of Eagle Owner's Project No 52-59-773-522306 Engineer SEH Inc Engineer's Project No 180269 Project Brush Creek Transmission Main Project Contract Name Bidder Bidder's Address You are notified that Owner has accepted your Bid dated for the above Contract, and that you are the Successful Bidder and are awarded a Contract for Brush Creek Transmission Main Project The Contract Price of the awarded Contract is $ Contract Price is subject to adjustment based on the provisions of the Contract, including but not limited to those governing changes, Unit Price Work, and Work performed on a cost -plus -fee basis, as applicable unexecuted counterparts of the Agreement accompany this Notice of Award, and one copy of the Contract Documents accompanies this Notice of Award, or has been transmitted or made available to Bidder electronically ❑ Drawings will be delivered separately from the other Contract Documents You must comply with the following conditions precedent within 15 days of the date of receipt of this Notice of Award 1 Deliver to Owner 1 counterparts of the Agreement, signed by Bidder (as Contractor) 2 Deliver with the signed Agreement(s) the Contract security (such as required performance and payment bonds) and insurance documentation, as specified in the Instructions to Bidders and in the General Conditions, Articles 2 and 6 3 Other conditions precedent (if any) Failure to comply with these conditions within the time specified will entitle Owner to consider you in default, annul this Notice of Award, and declare your Bid security forfeited Within 10 days after you comply with the above conditions, Owner will return to you one fully signed counterpart of the Agreement, together with any additional copies of the Contract Documents as indicated in Paragraph 2 02 of the General Conditions Owner By (signature) Name (printed) 202507139 Title Copy Engineer Town of Eagle EJCDC® C-510 Notice of Award CopynghP2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 51 00 — Page 1 of 2 202507139 [THIS PAGE INTENTIONALLY LEFT BLANK] EJCDC® C-510 Notice of Award Copyngh62018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 51 00 — Page 2 of 2 DOCUMENT 00 52 00 AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT (STIPULATED PRICE) This Agreement is by and between Town of Eagle ("Owner") and [name of contracting entity] ("Contractor") Terms used in this Agreement have the meanings stated in the General Conditions and the Supplementary Conditions Owner and Contractor hereby agree as follows ARTICLE 1—WORK 1 01 Contractor shall complete all Work as specified or indicated in the Contract Documents The Work is generally described as follows Construction of the Town of Eagle Brush Creek Transmission Main, including all relevant work as outlined in the Summary of Work and as shown on the Drawings and Specifications ARTICLE 2—THE PROJECT 201 The Project, of which the Work under the Contract Documents is a part, is generally described as follows Town of Eagle Brush Creek Transmission Main ARTICLE 3—ENGINEER 301 The Owner has retained SEH Inc ("Engineer") to act as Owner's representative, assume all duties and responsibilities of Engineer, and have the rights and authority assigned to Engineer in the Contract 302 The part of the Project that pertains to the Work has been designed by Engineer ARTICLE 4—CONTRACT TIMES 401 Time is 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 402 Contract Times Dates A The Work will begin on August 1, 2025 and will be substantially complete by November 15, 2025 and ready for final payment by December 13, 2023 after the date when the Contract Times commence to run as provided in Paragraph 4 01 of the General Conditions, and completed and ready for final payment in accordance with Paragraph 15 06 of the General Conditions 403 Liquidated Damages A Contractor and Owner recognize that tune is of the essence as stated in Paragraph 4 01 above and that Owner will suffer financial and other losses if the Work is not completed and 202507139 Milestones not achieved within the Contract Times, as duly modified 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) EJCDCO C-520, Agreement between Owner and Contractor for Construction Contract (Stipulated Price) Copyrigh62018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 52 00 — Page 1 of 8 202507139 1 Substantial Completion Contractor shall pay Owner $1000 for each day that expires after the time (as duly adjusted pursuant to the Contract) specified above for Substantial Completion, until the Work is substantially complete 2 Completion ofRemauiang Work After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Times (as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner $1000 for each day that expires after such time until the Work is completed and ready for final payment 3 Liquidated damages for failing to timely attain Substantial Completion and final completion are not additive, and will not be imposed concurrently 404 Special Damages A Contractor shall reimburse Owner (1) for any fines or penalties imposed on Owner as a direct result of the Contractor's failure to attain Substantial Completion according to the Contract Times, and (2) for the actual costs reasonably incurred by Owner for engineering, construction observation, inspection, and administrative services needed after the time specified in Paragraph 4 02 for Substantial Completion (as duly adjusted pursuant to the Contract), until the Work is substantially complete B After Contractor achieves Substantial Completion, if Contractor shall neglect, refuse, or failto complete the remaining Work within the Contract Times, Contractor shall reimburse Owner for the actual costs reasonably incurred by Owner for engineering, construction observation, inspection, and administrative services needed after the time specified in Paragraph 4 02 for Work to be completed and ready for final payment (as duly adjusted pursuant to the Contract), until the Work is completed and ready for final payment C The special damages unposed in this paragraph are supplemental to any liquidated damages for delayed completion established in this Agreement ARTICLE 5—CONTRACT PRICE 501 Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents, the amounts that follow, subject to adjustment under the Contract A For all Unit Price Work, an amount equal to the sum of the extended prices (established for each separately identified item of Unit Price Work by multiplying the unit price time by the actual quantity of that item) EJCDCO C-520 Agreement between Owner and Contractor for Construction Contract (Stipulated Price) Copyright°2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 52 00 — Page 2 of 8 TOWN OF EAGLE, COLORADO BRUSH CREEK TRANSMISSION MAIN AND SCHOOLHOUSE PRESSURE REDUCING VALVE (PRV) ITEM # ITEM DESCRIPTION UNIT QUANTITY ESTIMATED UNIT PRICE TOTAL COST General 1 Mobilization Lump Sum 1 2 Erosion Control/Storm Water Management LumpSum 1 3 Traffic Control Lump Sum 1 Subtotal (A) Civil - Waterline Installation - To Connection #3 and PRV 4 PRV Equipment- Includes all plumbing and appurtenances interior to vault, rehab of vault Lump Sum 1 5 HDPE Pipe in Trench (24" DR11) Linear Feet 5600 5a HDPE Pipe in Trench (1 5" Service)(Includes main and terminal connections) Linear Feet 240 6 Fire Hydrant (included DIP lateral in trench) Each 4 7 6" Gate Valve Each 5 7a 12" Gate Valve Each 4 7b 16" Gate Valve Each 2 7c 16" Butterfly Valve Each 1 7d 24"x8"x8"Tee Each 3 7e 16"x16"x8" Tee Each 1 7f 12"x12"x6" Tee Each 2 7g 8' x6" Reducer Each 2 8 6' Diameter Manhole (Air Release Vault) Each 2 9 Air Release Vault Equipment (Includes all plumbing and appurtenances interior to vault excavation and demo) Each 2 10 Connection #1(includes anchor MJ coupler and reducer) Each 1 10a Connection #2 (includes anchors, reducers, MJ couplers, restraints, 12" DIP exteriorto vault) Each 1 10b Connection #3 (includes anchors 45 deg bends, W couplers, 16" DIP, coupling) Each 1 11 Potholing Each 10 12 Plug and Abandon Existing Lump Sum 1 13 Trench Dams Each 7 14 ITrench Dewatering Day 35 Subtotal (B) 202507139 Total (A+B) EJCDCO C-520 Agreement between Owner and Contractor for Construction Contract (Stipulated Price) Copynght'2018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 52 00 — Page 3 of 8 ARTICLE 6—PAYMENT PROCEDURES 601 Submittal and Processing of Payments A Contractor shall submit Applications for Payment in accordance with Article 15 of the General Conditions Applications for Payment will be processed by Engineer as provided in the General Conditions 602 Progress Payments Retainage A Owner shall make progress payments on the basis of Contractor's Applications for Payment on or about the last day of each month during performance of the Work as provided in Paragraph 6 02 A 1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the Contract All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided elsewhere in the Contract 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 Owner may withhold, including but not limited to liquidated damages, in accordance with the Contract a 90 percent of the value of the Work completed (with the balance being retamage) 1) If 50 percent or more of the Work has been completed, as determined by Engineer, and if the character and progress of the Work have been satisfactory to Owner and Engineer, then as long as the character and progress of the Work remain satisfactory to Owner and Engineer, there will be no additional retamage, and b 90 percent of cost of materials and equipment not incorporated in the Work (with the balance being retamage) B 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 set off by Owner pursuant to Paragraph 15 01 E 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 punch list of items to be completed or corrected prior to final payment 603 Final Payment A Upon final completion and acceptance of the Work, Owner shall pay the remainder of the Contract Price in accordance with Paragraph 15 06 of the General Conditions 604 Consent of Surety A Owner will not make final payment, or return or release retamage at Substantial Completion or any other time, unless Contractor submits written consent of the surety to such payment, return, or release ARTICLE 7—CONTRACT DOCUMENTS 202507139 701 Contents A The Contract Documents consist of all of the following 1 This Agreement 2 Bonds EJCDCO C-520, Agreement between Owner and Contractor for Construction Contract (Stipulated Price) Copynght°2018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 52 00 — Page 4 of 8 202507139 a Performance bond (together with power of attorney) b Payment bond (together with power of attorney) 3 General Conditions 4 Supplementary Conditions 5 Specifications as listed in the table of contents of the project manual (copy of list attached) 6 Drawings (not attached but incorporated by reference) consisting of 16 sheets with each sheet bearing the following general title Brush Creek Transmission Main and School House PRV 8 Addenda (numbers _ to _ inclusive) 9 Exhibits to this Agreement (enumerated as follows) a Contractor's Bid (pages to, inclusive) b Documentation submitted by Contractor prior to Notice of Award (pages to, inclusive) 10 The following which maybe delivered or issued on or after the Effective Date of the Contract and are not attached hereto a Notice to Proceed b Work Change Directives c Change Orders d Field Orders e Warranty Bond, if any B The Contract Documents listed in Paragraph 7 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 7 D The Contract Documents may only be amended, modified, or supplemented as provided in the Contract EJCDCO C-520 Agreement between Owner and Contractor for Construction Contract (Stipulated Price) CopynghP2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 52 00 — Page 5 of 8 ARTICLE 8—REPRESENTATIONS, CERTIFICATIONS, AND STIPULATIONS 801 Contractor's Representations A In order to induce Owner to enter into this Contract, Contractor makes the following representations 1 Contractor has examined and carefully studied the Contract Documents, including Addenda 2 Contractor has visited the Site, conducted a thorough visual examination of the Site and adjacent areas, and become familiar with the general, local, and Site conditions that may affect cost, progress, and performance of the Work 3 Contractor is familiar with all Laws and Regulations that may affect cost, progress, and performance of the Work 4 Contractor has carefully studied the reports of explorations and tests of subsurface conditions at or adjacent to the Site and the drawings of physical conditions relating to existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, with respect to the Technical Data in such reports and drawings 5 Contractor has carefully studied the reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site that have been identified in the Supplementary Conditions, with respect to Technical Data in such reports and drawings 6 Contractor has considered the information known to Contractor itself, 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, and the Technical Data identified in the Supplementary Conditions or by definition, with respect to the effect of such information, observations, and Technical Data on (a) the cost, progress, and performance of the Work, (b) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and (c) Contractor's safety precautions and programs 7 Based on the information and observations referred to in the preceding paragraph, Contractor agrees that no 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 8 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 9 Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and of discrepancies between Site conditions and the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor 10 The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work 202507139 11 Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furmshing the Work required by the Contract Documents EJCDC® C-520, Agreement between Owner and Contractor for Construction Contract (Stipulated Price) CopynghP2018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 52 00 — Page 6 of 8 202507139 802 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 8 02 1 "corrupt practice" means the offering, giving, receiving, or soliciting of anything 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 803 Standard General Conditions A Owner stipulates that if the General Conditions that are made a part of this Contract are EJCDC® C-700, Standard General Conditions for the Construction Contract (2018), published by the Engineers Joint Contract Documents Committee, and if Owner is the party that has furnished said General Conditions, then Owner has plainly shown all modifications to the standard wording of such published document to the Contractor, through a process such as highlighting or "track changes" (redline/strikeout), or in the Supplementary Conditions IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement This Agreement will be effective on (which is the Effective Date of the Contract) EJCDC@ C-520 Agreement between Owner and Contractor for Construction Contract (Stipulated Price) CopynghP2018 National Society of Professional Engineers American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 52 00 — Page 7 of 8 202507139 Owner Town of Eagle (typed or printed name of organization) By (indiv►dual's signature) Date (date signed) Name (typed or printed) Title (typed or printed) Attest (ind►vidual's signature) Title (typed or printed) Address for giving notices 1050 Chambers Avenue Ea-gle, CO 81631 Designated Representative Name (typed or printed) Title (typed or printed) Address 1050 Chambers Avenue Eagle, CO 81631 Phone Email (If [Type of Entity] is a corporation, attach evidence of authonty to sign If [Type of Entity] is a public body attach evidence of authority to sign and resolution or other documents authorizing execution of this Agreement) Contractor (typed or printed name of organization) By (individual's signature) Date (date signed) Name (typed or printed) Title (typed or printed) (If [Type of Entity] ►s a corporation, a partnership, or a joint venture, attach evidence of authority to sign ) Attest (individuals signature) Title (typed or printed) Address for giving notices Designated Representative Name (typed or printed) Title (typed or printed) Address Phone Email License No (where applicable) State EJCDCO C-520 Agreement between Owner and Contractor for Construction Contract (Stipulated Price) CopyrighF2018 National Society of Professional Engineers American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 52 00 — Page 8 of 8 202507139 [THIS PAGE INTENTIONALLY LEFT BLANK] EJCDC® C-520 Agreement between Owner and Contractor for Construction Contract (Stipulated Price) Copyngh62018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 52 00 — Page 10 of 8 202507139 DOCUMENT 00 55 00 NOTICE TO PROCEED Owner Town of Eagle Owner's Project No Engineer SEH Inc Contractor Engineer's Project No Contractor's Project No Project Town of Eagle Brush Creek Transmission Main Contract Name Effective Date of Contract 52-59-773- 522306 180269 Owner hereby notifies Contractor that the Contract Times under the above Contract will commence to run on pursuant to Paragraph 4 01 of the General Conditions Work to begin August 1, 2025 On that date, Contractor shall start performing its obligations under the Contract Documents No Work will be done at the Site prior to such date In accordance with the Agreement The number of days to achieve Substantial Completion is 107 from the date stated above for the commencement of the Contract Times, resulting in a date for Substantial Completion of 11/15/2025, and the number of days to achieve readiness for final payment is 135 from the commencement date of the Contract Times, resulting in a date for readiness for final payment of 12/13/2025 Before starting any Work at the Site, Contractor must comply with the following Obtain necessary permits Owner By (signature) Name (printed) Title Date Issued Copy Engineer EJCDC® C-550, Notice to Proceed Copynght© 2018 National Society of Professional Engineers American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 55 00 — Page 1 of 2 202507139 [THIS PAGE INTENTIONALLY LEFT BLANK] EJCDCO C-550, Notice to Proceed Copyright© 2018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 55 00 — Page 2 of 2 202507139 EXXR. ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE PERFORMANCE BOND Contractor Surety Name Name Address (principal place of business) Address (principal place of business) Owner Contract Name Town of Eagle Description (name and location) Mailing address (principal place of business) Town of Eagle Brush Creek Transmission Main 1050 Chambers Ave Eagle, CO Eagle, CO 81631 Contract Price Effective Date of Contract Bond Bond Amount Date of Bond (Date of Bond cannot be earlier than Effective Date of Contract) Modifications to this Bond form ❑ None ❑ See Paragraph 16 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth in this Performance Bond, do each cause this Performance Bond to be duly executed by an authorized officer, agent, or representative Contractor as Principal Surety (Full formal name of Contractor) (Full formal name of Surety) (corporate seal) By By (Signature) (S►gnature)(Attach Power of Attorney) Name Name (Printed or typed) (Printed or typed) Title Title Attest Attest (Signature) (S►gnature) Name Name (Printed or typed) (Printed or typed) Title Title Notes (1) Provide supplemental execution by any additional parties, such as joint ventures (2) Any singular reference to Contractor, Surety, Owner, or other party ►s considered plural where applicable EJCDC® C-610, Performance Bond Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved 00 61 13 Page 1 of 4 I The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner for the performance of the Construction Contract, which is incorporated herein by reference 2 If the Contractor performs the Construction Contract, the Surety and the Contractor shall have no obligation under this Bond, except when applicable to participate in a conference as provided in Paragraph 3 3 If there is no Owner Default under the Construction Contract, the Surety's obligation under this Bond will arise after 31 The Owner first provides notice to the Contractor and the Surety that the Owner is considering declaring a Contractor Default Such notice may indicate whether the Owner is requesting a conference among the Owner, Contractor, and Surety to discuss the Contractor's performance If the Owner does not request a conference, the Surety may, within five (5) business days after receipt of the Owner's notice, request such a conference If the Surety timely requests a conference, the Owner shall attend Unless the Owner agrees otherwise, any conference requested under this Paragraph 3 1 will be held within ten (10) business days of the Surety's receipt of the Owner's notice If the Owner, the Contractor, and the Surety agree, the Contractor shall be allowed a reasonable time to perform the Construction Contract, but such an agreement does not waive the Owner's right, if any, subsequently to declare a Contractor Default, 32 The Owner declares a Contractor Default, terminates the Construction Contract and notifies the Surety, and 33 The Owner has agreed to pay the Balance of the Contract Price in accordance with the terms of the Construction Contract to the Surety or to a contractor selected to perform the Construction Contract 4 Failure on the part of the Owner to comply with the notice requirement in Paragraph 3 1 does not constitute a failure to comply with a condition precedent to the Surety's obligations, or release the Surety from its obligations, except to the extent the Surety demonstrates actual prejudice 5 When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one of the following actions 51 Arrange for the Contractor, with the consent of the Owner, to perform and complete the Construction Contract, 52 Undertake to perform and complete the Construction Contract itself, through its agents or independent contractors, 53 Obtain bids or negotiated proposals from qualified contractors acceptable to the Owner for a contract for performance and completion of the Construction Contract, arrange for a contract to be prepared for execution by the Owner and a contractor selected with the Owners concurrence, to be secured with performance and payment bonds executed by a qualified surety equivalent to the bonds issued on the Construction Contract, and pay to the Owner the amount of damages as described in Paragraph 7 in excess of the Balance of the Contract Price incurred by the Owner as a result of the Contractor Default, or 54 Waive its right to perform and complete, arrange for completion, or obtain a new contractor, and with reasonable promptness under the circumstances 5 4 1 After investigation, determine the amount for which it may be liable to the Owner and, as soon as practicable after the amount is determined, make payment to the Owner, or 202507139 542 Deny liability in whole or in part and notify the Owner, citing the reasons for denial 6 If the Surety does not proceed as provided in Paragraph 5 with reasonable promptness, the Surety shall be deemed to be in default on this Bond seven days after receipt of an additional written notice from the Owner to the Surety demanding that the Surety perform its obligations under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner If the Surety proceeds as provided in Paragraph 5 4, and the Owner refuses the payment, or the Surety has denied liability, in EJCDC® C-610, Performance Bond Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved 00 61 13 Page 2 of 4 whole or in part, without further notice, the Owner shall be entitled to enforce any remedy available to the Owner 7 If the Surety elects to act under Paragraph 5 1, 5 2, or 5 3, then the responsibilities of the Surety to the Owner will not be greater than those of the Contractor under the Construction Contract, and the responsibilities of the Owner to the Surety will not be greater than those of the Owner under the Construction Contract Subject to the commitment by the Owner to pay the Balance of the Contract Price, the Surety is obligated, without duplication for 71 the responsibilities of the Contractor for correction of defective work and completion of the Construction Contract, 72 additional legal, design professional, and delay costs resulting from the Contractor's Default, and resulting from the actions or failure to act of the Surety under Paragraph 5, and 73 liquidated damages, or if no liquidated damages are specified in the Construction Contract, actual damages caused by delayed performance or non-performance of the Contractor 8 If the Surety elects to act under Paragraph 5 1, 5 3, or 5 4, the Surety's liability is limited to the amount of this Bond 9 The Surety shall not be liable to the Owner or others for obligations of the Contractor that are unrelated to the Construction Contract, and the Balance of the Contract Price will not be reduced or set off on account of any such unrelated obligations No right of action will accrue on this Bond to any person or entity other than the Owner or its heirs, executors, administrators, successors, and assigns 10 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations 11 Any proceeding, legal or equitable, under this Bond must be instituted in any court of competent jurisdiction in the location in which the work or part of the work is located and must be instituted within two years after a declaration of Contractor Default or within two years after the Contractor ceased working or within two years after the Surety refuses or fads to perform its obligations under this Bond, whichever occurs first If the provisions of this paragraph are void or prohibited by law, the minimum periods of limitations available to sureties as a defense in the jurisdiction of the suit will be applicable 12 Notice to the Surety, the Owner, or the Contractor must be mailed or delivered to the address shown on the page on which their signature appears 13 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement will be deemed deleted therefrom and provisions conforming to such statutory or other legal requirement will be deemed incorporated herein When so furnished, the intent is that this Bond will be construed as a statutory bond and not as a common law bond 14 Definitions 141 Balance of the Contract Price The total amount payable by the Owner to the Contractor under the Construction Contract after all proper adjustments have been made including allowance for the Contractor for any amounts received or to be received by the Owner in settlement of insurance or other claims for damages to which the Contractor is entitled, reduced by all valid and proper payments made to or on behalf of the Contractor under the Construction Contract 14 2 Construction Contract —The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and changes made to the agreement and the Contract Documents 202507139 143 Contractor Default —Failure of the Contractor, which has not been remedied or waived, to perform or otherwise to comply with a material term of the Construction Contract 14 4 Owner Default —Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract EJCDC® C-610, Performance Bond Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved 00 61 13 Page 3 of 4 202507139 14 5 Contract Documents —All the documents that comprise the agreement between the Owner and Contractor 15 If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond will be deemed to be Subcontractor and the term Owner will be deemed to be Contractor 16 Modifications to this Bond are as follows EJCDC® C-610, Performance Bond Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved 00 61 13 Page 4 of 4 20250713� EJCDC= ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE PAYMENT BOND Contractor Surety Name Name Address (principal place of business) Address (pnnc►pal place of business) Owner Contract Name Town of Eagle Description (name and location) Mailing address (pnnc►pal place of business) Town of Eagle Brush Creek Transmission Main 1050 Chambers Ave Eagle, CO 81631 Contract Price Effective Date of Contract Bond Bond Amount Date of Bond (Date of Bond cannot be earlier than Effective Date of Contract) Modifications to this Bond form ❑ None ❑ See Paragraph 18 Surety and Contractor, intending to be legally bound hereby, subject to the terms set forth in this Payment Bond do each cause this Payment Bond to be duly executed by an authorized officer, agent, or representative Contractor as Principal Surety (Full formal name of Contractor) (Full formal name of Surety) (corporate seal) By By (Signature) (S►gnature)(Attach Power ofAttornev) Name Name (Printed or typed) (Printed or typed) Title Title Attest Attest (S►gnature) (Signature) Name Name (Printed or typed) (Printed or typed) Title Title Notes (1) Provide supplemental execution by any additional parties, such asjo►nt ventures (2) Any singular reference to Contractor, Surety, Owner, or other party is considered plural where applicable EJCDC® C-615, Payment Bond Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved 00 61 14 Page 1 of 4 1 The Contractor and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors, and assigns to the Owner to pay for labor, materials, and equipment furnished for use in the performance of the Construction Contract, which is incorporated herein by reference, subject to the following terms 2 If the Contractor promptly makes payment of all sums due to Claimants, and defends, indemnifies, and holds harmless the Owner from claims, demands, liens, or suits by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, then the Surety and the Contractor shall have no obligation under this Bond 3 If there is no Owner Default under the Construction Contract, the Surety's obligation to the Owner under this Bond will arise after the Owner has promptly notified the Contractor and the Surety (at the address described in Paragraph 13) of claims, demands, Dens, or suits against the Owner or the Owner's property by any person or entity seeking payment for labor, materials, or equipment furnished for use in the performance of the Construction Contract, and tendered defense of such claims, demands, liens, or suits to the Contractor and the Surety 4 When the Owner has satisfied the conditions in Paragraph 3, the Surety shall promptly and at the Surety's expense defend, indemnify, and hold harmless the Owner against a duly tendered claim, demand, lien, or suit 5 The Surety's obligations to a Claimant under this Bond will arise after the following 51 Claimants who do not have a direct contract with the Contractor 51 1 have furnished a written notice of non-payment to the Contractor, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were, or equipment was, furnished or supplied or for whom the labor was done or performed, within ninety (90) days after having last performed labor or last furnished materials or equipment included in the Claim, and 51 2 have sent a Claim to the Surety (at the address described in Paragraph 13) 52 Claimants who are employed by or have a direct contract with the Contractor have sent a Claim to the Surety (at the address described in Paragraph 13) 6 If a notice of non-payment required by Paragraph 5 1 1 is given by the Owner to the Contractor that is sufficient to satisfy a Claimant's obligation to furnish a written notice of non-payment under Paragraph 511 7 When a Claimant has satisfied the conditions of Paragraph 5 1 or 5 2, whichever is applicable, the Surety shall promptly and at the Surety's expense take the following actions 71 Send an answer to the Claimant, with a copy to the Owner, within sixty (60) days after receipt of the Claim, stating the amounts that are undisputed and the basis for challenging any amounts that are disputed, and 72 Pay or arrange for payment of any undisputed amounts 73 The Surety's failure to discharge its obligations under Paragraph 7 1 or 7 2 will not be deemed to constitute a waiver of defenses the Surety or Contractor may have or acquire as to a Claim, except as to undisputed amounts for which the Surety and Claimant have reached agreement If, however, the Surety fails to discharge its obligations under Paragraph 7 1 or 7 2, the Surety shall indemnify the Claimant for the reasonable attorney's fees the Claimant incurs thereafter to recover any sums found to be due and owing to the Claimant 8 The Surety's total obligation will not exceed the amount of this Bond, plus the amount of reasonable 202507139 attorney's fees provided under Paragraph 7 3, and the amount of this Bond will be credited for any payments made in good faith by the Surety 9 Amounts owed by the Owner to the Contractor under the Construction Contract will be used for the performance of the Construction Contract and to satisfy claims, if any, under any construction performance bond By the Contractor furnishing and the Owner accepting this Bond, they agree that all EJCDC® C-615, Payment Bond Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved 00 61 14 Page 2 of 4 funds earned by the Contractor in the performance of the Construction Contract are dedicated to satisfying obligations of the Contractor and Surety under this Bond, subject to the Owner's priority to use the funds for the completion of the work 10 The Surety shall not be liable to the Owner, Claimants, or others for obligations of the Contractor that are unrelated to the Construction Contract The Owner shall not be liable for the payment of any costs or expenses of any Claimant under this Bond, and shall have under this Bond no obligation to make payments to or give notice on behalf of Claimants, or otherwise have any obligations to Claimants under this Bond 11 The Surety hereby waives notice of any change, including changes of time, to the Construction Contract or to related subcontracts, purchase orders, and other obligations 12 No suit or action will be commenced by a Claimant under this Bond other than in a court of competent jurisdiction in the state in which the project that is the subject of the Construction Contract is located or after the expiration of one year from the date (1) on which the Claimant sent a Claim to the Surety pursuant to Paragraph 5 1 2 or 5 2, or (2) on which the last labor or service was performed by anyone or the last materials or equipment were furnished by anyone under the Construction Contract, whichever of (1) or (2) first occurs If the provisions of this paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense in the jurisdiction of the suit will be applicable 13 Notice and Claims to the Surety, the Owner, or the Contractor must be mailed or delivered to the address shown on the page on which their signature appears Actual receipt of notice or Claims, however accomplished, will be sufficient compliance as of the date received 14 When this Bond has been furnished to comply with a statutory or other legal requirement in the location where the construction was to be performed, any provision in this Bond conflicting with said statutory or legal requirement will be deemed deleted here from and provisions conforming to such statutory or other legal requirement will be deemed incorporated herein When so furnished, the intent is that this Bond will be construed as a statutory bond and not as a common law bond 15 Upon requests by any person or entity appearing to be a potential beneficiary of this Bond, the Contractor and Owner shall promptly furnish a copy of this Bond or shall permit a copy to be made 16 Definitions 16 1 Clam —A written statement by the Claimant including at a minimum 16 1 1 The name of the Claimant, 16 1 2 The name of the person for whom the labor was done, or materials or equipment furnished, 161 3 A copy of the agreement or purchase order pursuant to which labor, materials, or equipment was furnished for use in the performance of the Construction Contract, 1614 A brief description of the labor, materials, or equipment furnished, 161 5 The date on which the Claimant last performed labor or last furnished materials or equipment for use in the performance of the Construction Contract, 161 6 The total amount earned by the Claimant for labor, materials, or equipment furnished as of the date of the Claim, 16 1 7 The total amount of previous payments received by the Claimant, and 16 1 8 The total amount due and unpaid to the Claimant for labor, materials, or equipment 202507139 furnished as of the date of the Claim 16 2 Claimant --An individual or entity having a direct contract with the Contractor or with a subcontractor of the Contractor to furnish labor, materials, or equipment for use in the performance of the Construction Contract The term Claimant also includes any individual or entity that has rightfully asserted a claim under an applicable mechanic's lien or similar statute EJCDC® C-615, Payment Bond Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved 00 61 14 Page 3 of 4 202507139 against the real property upon which the Project is located The intent of this Bond is to include without limitation in the terms of "labor, materials, or equipment" that part of the water, gas, power, light, heat, oil, gasoline, telephone service, or rental equipment used in the Construction Contract, architectural and engineering services required for performance of the work of the Contractor and the Contractors subcontractors, and all other items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials, or equipment were furnished 16 3 Construction Contract —The agreement between the Owner and Contractor identified on the cover page, including all Contract Documents and all changes made to the agreement and the Contract Documents 16 4 Owner Default —Failure of the Owner, which has not been remedied or waived, to pay the Contractor as required under the Construction Contract or to perform and complete or comply with the other material terms of the Construction Contract 16 5 Contract Documents —All the documents that comprise the agreement between the Owner and Contractor 17 If this Bond is issued for an agreement between a contractor and subcontractor, the term Contractor in this Bond will be deemed to be Subcontractor and the term Owner will be deemed to be Contractor 18 Modifications to this Bond are as follows EJCDCO C-615, Payment Bond Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved 00 61 14 Page 4 of 4 202 CONTRACTOR'S APPLICATION FOR PAYMENT Owner Town of Eagle, CO Owner's Project No Engineer SEH Inc Engineer's Project No Contractor Contractor's Project No Project Brush Creek Transmission Main Project Contract Application No Application Date Application Period From to 1 Original Contract Price $ 2 Net change by Change Orders $ - 3 Current Contract Price (Line 1 + Line 2) $ - 4 Total Work completed and materials stored to date (Sum of Column G Lump Sum Total and Column J Unit Price Total) $ - 5 Retainage a X $ - Work Completed $ - b X $ - Stored Materials $ - c Total Retainage (Line 5 a + Line 5 b) $ - 6 Amount eligible to date (Line 4 - Line 5 c) $ - 7 Less previous payments (Line 6 from prior application) 8 Amount due this application $ - 9 Balance to finish, including retainage (Line 3 - Line 4) $ - Contractor's Certification The undersigned Contractor certifies, to the best of its knowledge, the following (1) All previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with the Work covered by prior Applications for Payment, (2) Title to all Work, materials and equipment incorporated in said Work, or otherwise listed in or covered by this Application for Payment, will pass to Owner at time of payment free and clear of all liens, security interests, and encumbrances (except such as are covered by a bond acceptable to Owner indemnifying Owner against any such liens, security interest, or encumbrances), and (3) All the Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective Contractor Signature Date Recommended by Engineer Approved by Owner By By Title Title Date Date 07139 EJCDC C-620 Contractors Application for Payment (c) 2018 National Society of Professional Engineers for EJCDC All rights reserved Section 00 62 00 - Page 1 of 4 202507139 & \ / 2 �§ k })) \ \\} 60) � d - - \kE - \ 5ls� o� )2ki ° e a ` _ \ � \ k k § ]£ / a 2u !� � ) § / � ) .zG / / £ 2 . ■ & � \ \/\}\ 202507139 k ) k - � $ � u22=- \W} }\) j � - \\E 9Is} « - \4; =2 %2X= , ■�«� � �\ - % ` # 7£\2 o t2 )372 f � IU 2 - j � ) t » � i £� |u � ) � � ) • � a ; j 2 Q j Q q w 0 ( d / § . E & � k� j \4\}\ -It ))} k0 202507139 1 2 § 2 2 § k � \ § , \ �/ !! 2 {/\E . 6i \� ) 2J �!_ o ] e ) f ! 0/)/) ƒ\;03 SECTION 00 62 05 CERTIFICATE OF SUBSTANTIAL COMPLETION Owner Owner's Project No Engineer Engineer's Project No Contractor Contractor's Project No Project Contract Name This ❑ Preliminary ❑ Final Certificate of Substantial Completion applies to ❑ All Work ❑ The following specified portions of the Work Date of Substantial Completion The Work to which this Certificate applies has been inspected by authorized representatives of Owner, Contractor, and Engineer, and found to be substantially complete The Date of Substantial Completion of the Work or portion thereof designated above is hereby established, subject to the provisions of the Contract pertaining to Substantial Completion The date of Substantial Completion in the final Certificate of Substantial Completion marks the commencement of the contractual correction period and applicable warranties required by the Contract A punch list of items to be completed or corrected is attached to this Certificate This list may not be all- inclusive, and the failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents Amendments of contractual responsibilities recorded in this Certificate should be the product of mutual agreement of Owner and Contractor, see Paragraph 15 03 D of the General Conditions The responsibilities between Owner and Contractor for security, operation, safety, maintenance, heat, utilities, insurance, and warranties upon Owner's use or occupancy of the Work must be as provided in the Contract, except as amended as follows Amendments to Owner's Responsibilities ❑ None ❑ As follows Amendments to Contractor's Responsibilities ❑ None ❑ As follows The following documents are attached to and made a part of this Certificate This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents, nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract Documents Engineer By (signature) Name (printed) 202507139 Title EJCDC® C-625 Certificate of Substantial Completion Copyngh62018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 62 05 — Page 2 of 2 202507139 [THIS PAGE INTENTIONALLY LEFT BLANK] EJCDC® C-625, Certificate of Substantial Completion Copynght°2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 62 05 — Page 4 of 2 SECTION 00 65 17 NOTICE OF ACCEPTABILITY OF WORK Owner Owner's Project No Engineer Engineer's Project No Contractor Contractor's Project No Project Contract Name Notice Date Effective Date of the Construction Contract The Engineer hereby gives notice to the Owner and Contractor that Engineer recommends final payment to Contractor, and that the Work furnished and performed by Contractor under the Construction Contract is acceptable, expressly subject to the provisions of the Construction Contract's Contract Documents ("Contract Documents") and of the Agreement between Owner and Engineer for Professional Services dated ("Owner -Engineer Agreement") This Notice of Acceptability of Work (Notice) is made expressly subject to the following terms and conditions to which all who receive and rely on said Notice agree 1 This Notice has been prepared with the skill and care ordinarily used by members of the engineering profession practicing under similar conditions at the same time and in the same locality 2 This Notice reflects and is an expression of the Engineer's professional opinion 3 This Notice has been prepared to the best of Engineer's knowledge, information, and belief as of the Notice Date 4 This Notice is based entirely on and expressly limited by the scope of services Engineer has been employed by Owner to perform or furnish during construction of the Project (including observation of the Contractor's Work) under the Owner -Engineer Agreement, and applies only to facts that are within Engineer's knowledge or could reasonably have been ascertained by Engineer as a result of carrying out the responsibilities specifically assigned to Engineer under such Owner -Engineer Agreement 5 This Notice is not a guarantee or warranty of Contractor's performance under the Construction Contract, an acceptance of Work that is not in accordance with the Contract Documents, including but not limited to defective Work discovered after final inspection, nor an assumption of responsibility for any failure of Contractor to furnish and perform the Work thereunder in accordance with the Contract Documents, or to otherwise comply with the Contract Documents or the terms of any special guarantees specified therein 6 This Notice does not relieve Contractor of any surviving obligations under the Construction Contract, and is subject to Owner's reservations of rights with respect to completion and final payment Engineer By (signature) Name (printed) 202507139 Title EJCDC® C-626 Notice of Acceptability of Work Copynght02018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 65 17 — Page 1 of 2 202507139 [THIS PAGE INTENTIONALLY LEFT BLANK] EJCDC® C-626 Notice of Acceptability of Work CopyrighP2018 National Society of Professional Engineers American Council of Engineenng Companies, and American Society of Civil Engineers All rights reserved Section 00 65 17 — Page 2 of 2 202507139 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1—Definitions and Terminology 1 101 Defined Terms 1 102 Terminology 6 Article 2—Preliminary Matters 7 201 Delivery of Performance and Payment Bonds, Evidence of Insurance 7 202 Copies of Documents 7 203 Before Starting Construction 7 204 Preconstruction Conference, Designation of Authorized Representatives 8 205 Acceptance of Schedules 8 206 Electronic Transmittals 8 Article 3—Contract Documents Intent, Requirements, Reuse 9 301 Intent 9 302 Reference Standards 9 303 Reporting and Resolving Discrepancies 10 304 Requirements of the Contract Documents 10 305 Reuse of Documents 11 Article 4—Commencement and Progress of the Work 11 401 Commencement of Contract Times, Notice to Proceed 11 402 Starting the Work 11 403 Reference Points 11 404 Progress Schedule 12 405 Delays in Contractor's Progress 12 Article 5—Site, Subsurface and Physical Conditions, Hazardous Environmental Conditions 13 501 Availability of Lands 13 502 Use of Site and Other Areas 14 503 Subsurface and Physical Conditions 15 504 Differing Subsurface or Physical Conditions 16 EJCDC® C 700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved TOC Page 1 of 5 505 Underground Facilities 506 Hazardous Environmental Conditions at Site Article 6—Bonds and Insurance 601 Performance, Payment, and Other Bonds 602 Insurance —General Provisions 603 Contractor's Insurance 604 Builder's Risk and Other Property Insurance 605 Property Losses, Subrogation 606 Receipt and Application of Property Insurance Proceeds Article 7—Contractor's Responsibilities 701 Contractor's Means and Methods of Construction 702 Supervision and Superintendence 703 Labor, Working Hours 704 Services, Materials, and Equipment 705 "Or Equals" 706 Substitutes 707 Concerning Subcontractors and Suppliers 708 Patent Fees and Royalties 709 Permits 710 Taxes 711 Laws and Regulations 712 Record Documents 7 13 Safety and Protection 714 Hazard Communication Programs 715 Emergencies 716 Submittals 717 Contractor's General Warranty and Guarantee 718 Indemnification 719 Delegation of Professional Design Services Article 8—Other Work at the Site 202507139 g 01 Other Work 802 Coordination 803 Legal Relationships EJCDC® C 700, Standard General Conditions of the Construction Contract Copyright* 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved TOC Page 2 of 5 17 19 21 21 22 24 25 25 27 27 27 27 27 28 28 29 31 32 33 33 33 33 34 35 35 35 38 39 39 40 40 41 41 Article 9—Owner's Responsibilities 42 901 Communications to Contractor 42 902 Replacement of Engineer 42 903 Furnish Data 42 904 Pay When Due 42 905 Lands and Easements, Reports, Tests, and Drawings 43 906 Insurance 43 907 Change Orders 43 9 08 Inspections, Tests, and Approvals 43 909 Limitations on Owner's Responsibilities 43 9 10 Undisclosed Hazardous Environmental Condition 43 9 11 Evidence of Financial Arrangements 43 9 12 Safety Programs 43 Article 10—Engineer's Status During Construction 44 1001 Owner's Representative 44 1002 Visits to Site 44 1003 Resident Project Representative 44 1004 Engineer's Authority 44 1005 Determinations for Unit Price Work 45 1006 Decisions on Requirements of Contract Documents and Acceptability of Work 45 1007 Limitations on Engineer's Authority and Responsibilities 45 1008 Compliance with Safety Program 45 Article 11—Changes to the Contract 46 1101 Amending and Supplementing the Contract 46 1102 Change Orders 46 1103 Work Change Directives 46 1104 Field Orders 47 1105 Owner -Authorized Changes in the Work 47 1106 Unauthorized Changes in the Work 47 1107 Change of Contract Price 47 202507139 1108 Change of Contract Times 49 1109 Change Proposals 49 1110 Notification to Surety 50 EJCDV C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Cord Engineers All rights reserved TOC Page 3 of 5 Article 12—Claims 1201 Claims Article 13—Cost of the Work, Allowances, Unit Price Work 1301 Cost of the Work 1302 Allowances 1303 Unit Price Work Article 14—Tests and Inspections, Correction, Removal, or Acceptance of Defective Work 1401 Access to Work 1402 Tests, Inspections, and Approvals 1403 Defective Work 1404 Acceptance of Defective Work 1405 Uncovering Work 1406 Owner May Stop the Work 1407 Owner May Correct Defective Work Article 15—Payments to Contractor, Set -Offs, Completion, Correction Period 1501 Progress Payments 1502 Contractor's Warranty of Title 1503 Substantial Completion 1504 Partial Use or Occupancy 1505 Final Inspection 1506 Final Payment 1507 Waiver of Claims 1508 Correction Period Article 16—Suspension of Work and Termination 1601 Owner May Suspend Work 1602 Owner May Terminate for Cause 1603 Owner May Terminate for Convenience 1604 Contractor May Stop Work or Terminate Article 17—Final Resolution of Disputes 1701 Methods and Procedures 202507139 Article 18—Miscellaneous 1801 Giving Notice 1802 Computation of Times EJCDC® C-700, Standard General Conditions of the Construction Contract Copynght® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved TOC Page 4 of 5 50 50 51 51 55 55 56 56 56 57 58 58 58 59 59 59 62 62 63 64 64 65 66 67 67 67 68 68 69 69 69 69 69 202507139 1803 Cumulative Remedies 70 1804 Limitation of Damages 70 1805 No Waiver 70 1806 Survival of Obligations 70 1807 Controlling Law 70 1808 Assignment of Contract 70 1809 Successors and Assigns 70 1810 Headings 70 EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Crvd Engineers All rights reserved TOC Page 5 of 5 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT ARTICLE 1—DEFINITIONS AND TERMINOLOGY 101 Defined Terms A Wherever used in the Bidding Requirements or Contract Documents, a term printed with initial capital letters, including the term's singular and plural forms, will have the meaning indicated in the definitions below 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, executed by Owner and Contractor, that sets forth the Contract Price and Contract Times, Identifies the parties and the Engineer, and designates the specific items that are Contract Documents 3 Application for Payment —The document prepared by Contractor, in a form acceptable to Engineer, to request progress or final payments, and which is to be accompanied by such supporting documentation as is required by the Contract Documents 4 Bid —The offer of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed 5 Bidder —An individual or entity that submits a Bid to Owner 6 Bidding Documents —The Bidding Requirements, the proposed Contract Documents, and all Addenda 7 Bidding Requirements —The Advertisement or invitation to bid, Instructions to Bidders, Bid Bond or other Bid security, if any, the Bid Form, and the Bid with any attachments 8 Change Order —A document 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, or other revision to the Contract, issued on or after the Effective Date of the Contract 9 Change Proposal —A written request by Contractor, duly submitted in compliance with the procedural requirements set forth herein, seeking an adjustment in Contract Price or Contract Times, contesting an initial decision by Engineer concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents, challenging a set-off against payments due, or seeking other relief with respect to the terms of the Contract 202507139 10 Claim a A demand or assertion by Owner directly to Contractor, duly submitted in compliance with the procedural requirements set forth herein, seeking an adjustment of Contract Price or Contract Times, contesting an initial decision by Engineer concerning the EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 1 of 70 requirements of the Contract Documents or the acceptability of Work under the Contract Documents, contesting Engineer's decision regarding a Change Proposal, seeking resolution of a contractual issue that Engineer has declined to address, or seeking other relief with respect to the terms of the Contract b A demand or assertion by Contractor directly to Owner, duly submitted in compliance with the procedural requirements set forth herein, contesting Engineer's decision regarding a Change Proposal, or seeking resolution of a contractual issue that Engineer has declined to address c A demand or assertion by Owner or Contractor, duly submitted in compliance with the procedural requirements set forth herein, made pursuantto Paragraph 12 01 A 4, concerning disputes arising after Engineer has issued a recommendation of final payment d A demand for money or services by a third party is not a Claim 11 Constituent of Concern —Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), lead -based paint (as defined by the HUD/EPA standard), hazardous waste, and any substance, product, waste, or other material of any nature whatsoever that is or becomes listed, regulated, or addressed pursuant to Laws and Regulations regulating, relating to, or imposing liability or standards of conduct concerning, any hazardous, toxic, or dangerous waste, substance, or material 12 Contract —The entire and integrated written contract between Owner and Contractor concerning the Work 13 Contract Documents —Those items so designated in the Agreement, and which together comprise the Contract 14 Contract Price —The money that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents 15 Contract Times —The number of days or the dates by which Contractor shall (a) achieve Milestones, if any, (b) achieve Substantial Completion, and (c) complete the Work 16 Contractor —The individual or entity with which Owner has contracted for performance of the Work 17 Cost of the Work —See Paragraph 13 01 for definition 18 Drawings —The part of the Contract that graphically shows the scope, extent, and character of the Work to be performed by Contractor 19 Effective Date of the Contract —The date, indicated in the Agreement, on which the Contract becomes effective 20 Electronic Document —Any Project -related correspondence, attachments to correspondence, data, documents, drawings, information, or graphics, including but not limited to Shop Drawings and other Submittals, that are in an electronic or digital format 202507139 21 Electronic Means —Electronic mail (email), upload/download from a secure Project webslte, or other communications methods that allow (a) the transmission or communication of Electronic Documents, (b) the documentation of transmissions, including sending and receipt, (c) printing of the transmitted Electronic Document by the EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 2 of 70 recipient, (d) the storage and archiving of the Electronic Document by sender and recipient, and (e) the use by recipient of the Electronic Document for purposes permitted by this Contract Electronic Means does not include the use of text messaging, or of Facebook, Twitter, Instagram, or similar social media services for transmission of Electronic Documents 22 Engineer —The individual or entity named as such in the Agreement 23 Field Order —A written order issued by Engineer which requires minor changes in the Work but does not change the Contract Price or the Contract Times 24 Hazardous Environmental Condition —The presence at the Site of Constituents of Concern in such quantities or circumstances that may present a danger to persons or property exposed thereto a The presence at the Site of materials that are necessaryfor the execution of the Work, or that are to be incorporated into the Work, and that are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract, is not a Hazardous Environmental Condition b The presence of Constituents of Concern that are to be removed or remedlated as part of the Work is not a Hazardous Environmental Condition c The presence of Constituents of Concern as part of the routine, anticipated, and obvious working conditions at the Site, is not a Hazardous Environmental Condition 25 Laws and Regulations, Laws or Regulations —Any and all applicable laws, statutes, rules, regulations, ordinances, codes, and binding decrees, resolutions, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction 26 Liens —Charges, security interests, or encumbrances upon Contract -related funds, real property, or personal property 27 Milestone —A principal event in the performance of the Work that the Contract requires Contractor to achieve by an intermediate completion date, or by a time prior to Substantial Completion of all the Work 28 Notice of Award —The written notice by Owner to a Bidder of Owner's acceptance of the Bid 29 Notice to Proceed —A written notice 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 30 Owner —The individual or entity with which Contractor has contracted regarding the Work, and which has agreed to pay Contractor for the performance of the Work, pursuant to the terms of the Contract 31 Progress Schedule —A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising Contractor's plan to accomplish the 202507139 Work within the Contract Times 32 Project —The total undertaking to be accomplished for Owner by engineers, contractors, and others, including planning, study, design, construction, testing, commissioning, and start-up, and of which the Work to be performed under the Contract Documents is a part EJCDC® C-709, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 3 of 70 33 Resident Project Representative —The authorized representative of Engineer assigned to assist Engineer at the Site As used herein, the term Resident Project Representative (RPR) includes any assistants or field staff of Resident Project Representative 34 Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and that establish the standards by which such portion of the Work will be judged 35 Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements for Engineer's review of the submittals 36 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 37 Shop Drawings —All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents 38 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, and such other lands or areas furnished by Owner which are designated for the use of Contractor 39 Specifications —The part of the Contract that consists of written requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work 40 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 41 Submittal —A written or graphic document, prepared by or for Contractor, which the Contract Documents require Contractor to submit to Engineer, or that is indicated as a Submittal in the Schedule of Submittals accepted by Engineer Submittals may include Shop Drawings and Samples, schedules, product data, Owner -delegated designs, sustainable design information, information on special procedures, testing plans, results of tests and evaluations, source quality -control testing and inspections, and field or Site quality -control testing and inspections, warranties and certifications, Suppliers' instructions and reports, records of delivery of spare parts and tools, operations and maintenance data, Project photographic documentation, record documents, and other such documents required by the Contract Documents Submittals, whether or not approved or accepted by Engineer, are not Contract Documents Change Proposals, Change Orders, Claims, notices, Applications for Payment, and requests for interpretation or clarification are not Submittals 42 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 202507139 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 of such Work EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 4 of 70 43 Successful Bidder —The Bidder to which the Owner makes an award of contract 44 Supplementary Conditions —The part of the Contract that amends or supplements these General Conditions 45 Supplier —A manufacturer, fabricator, supplier, distributor, 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 a Subcontractor 46 Technical Data a Those items expressly identified as Technical Data in the Supplementary Conditions, with respect to either (1) existing subsurface conditions at or adjacent to the Site, or existing physical conditions at or adjacent to the Site including existing surface or subsurface structures (except Underground Facilities) or (2) Hazardous Environmental Conditions at the Site b If no such express identifications of Technical Data have been made with respect to conditions at the Site, then Technical Data is defined, with respect to conditions at the Site under Paragraphs 5 03, 5 04, and 5 06, as the data contained in boring logs, recorded measurements of subsurface water levels, assessments of the condition of subsurface facilities, laboratory test results, and other factual, objective information regarding conditions at the Site that are set forth in any geotechnical, environmental, or other Site or facilities conditions report prepared for the Project and made available to Contractor c Information and data regarding the presence or location of Underground Facilities are not intended to be categorized, identified, or defined as Technical Data, and instead Underground Facilities are shown or indicated on the Drawings 47 Underground Facilities —All active or not -in-service underground lines, pipelines, conduits, ducts, encasements, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or systems at the Site, including but not limited to those facilities or systems that produce, transmit, distribute, or convey telephone or other communications, cable television, fiber optic transmissions, power, electricity, light, heat, gases, oil, crude oil products, liquid petroleum products, water, steam, waste, wastewater, storm water, other liquids or chemicals, or traffic or other control systems An abandoned facility or system is not an Underground Facility 48 Unit Price Work —Work to be paid for on the basis of unit prices 49 Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction, furnishing, installing, and incorporating all materials and equipment into such construction, and may include related services such as testing, start-up, and commissioning, all as required by the Contract Documents 50 Work Change Directive —A written directive to Contractor issued on or after the Effective 202507139 Date of the Contract, signed by Owner and recommended by Engineer, ordering an addition, deletion, or revision in the Work EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 5 of 70 102 Terminology A The words and terms discussed in Paragraphs 102 B, C, D, and E are not defined terms that require initial capital letters, but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning B Intent of Certain Terms or Adjectives The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of professional judgment by Engineer In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise) The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Article 10 or any other provision of the Contract Documents C Day The word "day" means a calendar day of 24 hours measured from midnight to the next midnight D Defective The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it 1 does not conform to the Contract Documents, 2 does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents, or 3 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 15 03 or Paragraph 15 04) E Furnish, Install, Perform, Provide 1 The word "furnish," when used in connection with services, materials, or equipment, means 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, means 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, means to furnish and install said services, materials, or equipment complete and ready for intended use 4 If the Contract Documents establish an obligation of Contractor with respect to specific 202507139 services, materials, or equipment, but do not expressly use any of the four words "furnish," "install," "perform," or "provide," then Contractor shall furnish and install said services, materials, or equipment complete and ready for intended use EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 6 of 70 202507139 F Contract Price or Contract Times References to a change in "Contract Price or Contract Times" or "Contract Times or Contract Price" or similar, indicate that such change applies to (1) Contract Price, (2) Contract Times, or (3) both Contract Price and Contract Times, as warranted, even if the term "or both' is not expressed G 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 201 Delivery of Performance and Payment Bonds, Evidence of Insurance A Performance and Payment Bonds When Contractor delivers the signed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner the performance bond and payment bond (if the Contract requires Contractor to furnish such bonds) B Evidence of Contractor's Insurance When Contractor delivers the signed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner, with copies to each additional insured (as identified in the Contract), the certificates, endorsements, and other evidence of insurance required to be provided by Contractor in accordance with Article 6, except to the extent the Supplementary Conditions expressly establish other dates for delivery of specific insurance policies C Evidence of Owner's Insurance After receipt of the signed counterparts of the Agreement and all required bonds and insurance documentation, Owner shall promptly deliver to Contractor, with copies to each additional insured (as identified in the Contract), the certificates and other evidence of insurance required to be provided by Owner under Article 6 202 Copies of Documents A Owner shall furnish to Contractor four printed copies of the Contract (including one fully signed counterpart of the Agreement), and one copy in electronic portable document format (PDF) Additional printed copies will be furnished upon request at the cost of reproduction B Owner shall maintain and safeguard at least one original printed record version of the Contract, including Drawings and Specifications signed and sealed by Engineer and other design professionals Owner shall make such original printed record version of the Contract available to Contractor for review Owner may delegate the responsibilities under this provision to Engineer 203 Before Starting Construction A Preliminary Schedules Within 10 days after the Effective Date of the Contract (or as otherwise required by the Contract Documents), 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, 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 EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 7 of 70 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 204 Preconstruct►on 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 03 A, procedures for handling Shop Drawings, Samples, and other Submittals, processing Applications for Payment, electronic or digital transmittals, 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 and receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party 205 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 the schedules submitted in accordance with Paragraph 2 03 A No progress payment will 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 the component parts of the Work 4 If a schedule is not acceptable, Contractor will have an additional 10 days to revise and resubmit the schedule 206 Electronic Transmittals A Except as otherwise stated elsewhere in the Contract, the Owner, Engineer, and Contractor may send, and shall accept, Electronic Documents transmitted by Electronic Means B If the Contract does not establish protocols for Electronic Means, then Owner, Engineer, and Contractor shall jointly develop such protocols C Subject to any governing protocols for Electronic Means, when transmitting Electronic 202507139 Documents by Electronic Means, the transmitting party makes no representations as to long- term compatibility, usability, or readability of the Electronic Documents resulting from the recipient's use of software application packages, operating systems, or computer hardware differing from those used in the drafting or transmittal of the Electronic Documents EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 8 of 70 ARTICLE 3—CONTRACT DOCUMENTS INTENT, REQUIREMENTS, REUSE 301 Intent A The Contract Documents are complementary, what is required by one Contract Document 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 C Unless otherwise stated in the Contract Documents, if there is a discrepancy between the electronic versions of the Contract Documents (including any printed copies derived from such electronic versions) and the printed record version, the printed record version will govern D The Contract supersedes prior negotiations, representations, and agreements, whether written or oral E Engineer will issue clarifications and interpretations of the Contract Documents as provided herein F Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation will be deemed stricken, and all remaining provisions will continue to be valid and binding upon Owner and Contractor, which agree that the Contract Documents will 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 G Nothing in the Contract Documents creates 1 any contractual relationship between Owner or Engineer and any Subcontractor, Supplier, or other individual or entity performing or furnishing any of the Work, for the benefit of such Subcontractor, Supplier, or other individual or entity, or 2 any obligation on the part of Owner or Engineer to pay or to see to the payment of any money due any such Subcontractor, Supplier, or other individual or entity, except as may otherwise be required by Laws and Regulations 302 Reference Standards A Standards Specifications, Codes, Laws and Regulations 1 Reference in the Contract Documents to standard specifications, manuals, reference standards, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, means the standard specification, manual, reference standard, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Contract 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, reference standard, or code, and no instruction of a Supplier, will be effective to change the duties or responsibilities of 202507139 Owner, Contractor, or Engineer from those set forth in the part of the Contract Documents prepared by or for Engineer No such provision or instruction shall be effective to assign to Owner or Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 9 of 70 inconsistent with the provisions of the part of the Contract Documents prepared by or for Engineer 303 Reporting and Resolving Discrepancies A Reporting Discrepancies 1 Contractor's Verification of Figures and Feld Measurements Before undertaking each part of the Work, Contractor shall carefully study the Contract Documents, and check and verify pertinent figures and dimensions therein, particularly with respect to applicable field measurements Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy that Contractor discovers, or has actual knowledge of, and shall not proceed with any Work affected thereby until the conflict, error, ambiguity, or discrepancy is resolved by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract issued pursuant to Paragraph 1101 2 Contractor's Review of Contract Documents If, before or 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) actual field conditions, (c) any standard specification, manual, reference standard, or code, or (d) 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 7 15) until the conflict, error, ambiguity, or discrepancy is resolved, by a clarification or interpretation by Engineer, or by an amendment or supplement to the Contract issued pursuant to Paragraph 1101 3 Contractor shall not be liable to Owner or Engineerfor 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 part of the Contract Documents prepared by or for Engineer take precedence in resolving any conflict, error, ambiguity, or discrepancy between such provisions of the Contract Documents and a the provisions of any standard specification, manual, reference standard, or code, or the instruction of any Supplier (whether or not specifically incorporated by reference as a Contract Document), 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) 304 Requirements of the Contract Documents A During the performance of the Work and until final payment, Contractor and Owner shall submit to the Engineer in writing all matters in question concerning the requirements of the 202507139 Contract Documents (sometimes referred to as requests for information or interpretation— RFIs), or relating to the acceptability of the Work under the Contract Documents, as soon as possible after such matters arise Engineer will be the initial interpreter of the requirements of the Contract Documents, and judge of the acceptability of the Work EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 10 of 70 B Engineer will, with reasonable promptness, render a written clarification, interpretation, or decision on the issue submitted, or initiate an amendment or supplement to the Contract Documents Engineer's written clarification, interpretation, or decision will be final and binding on Contractor, unless it appeals by submitting a Change Proposal, and on Owner, unless it appeals by filing a Claim C If a submitted matter in question concerns terms and conditions of the Contract Documents that do not involve (1) the performance or acceptability of the Work under the Contract Documents, (2) the design (as set forth in the Drawings, Specifications, or otherwise), or (3) other engineering or technical matters, then Engineer will promptly notify Owner and Contractor in writing that Engineer is unable to provide a decision or interpretation If Owner and Contractor are unable to agree on resolution of such a matter in question, either party may pursue resolution as provided in Article 12 305 Reuse of Documents A Contractor and its Subcontractors and Suppliers 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 versions, or 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, or 2 have or acquire any title or ownership rights in any other Contract Documents, reuse any such Contract Documents for any purpose without Owner's express written consent, or violate any copyrights pertaining to such Contract Documents B The prohibitions of this Paragraph 3 05 will survive final payment, or termination of the Contract Nothing herein precludes Contractor from retaining copies of the Contract Documents for record purposes ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK 401 Commencement of Contract Times, Notice to Proceed A The Contract Times will commence to run on the 30th day after the Effective Date of the Contract 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 Contract In no event will the Contract Times commence to run later than the 60th day after the day of Bid opening or the 30th day after the Effective Date of the Contract, whichever date is earlier 402 Starting the Work A Contractor shall start to perform the Work on the date when the Contract Times commence to run No Work may be done at the Site prior to such date 202507139 403 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 EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 11 of 70 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 404 Progress Schedule A Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2 05 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 05) proposed adjustments in the Progress Schedule that will not result in changing the Contract Times 2 Proposed adjustments in the Progress Schedule that will change the Contract Times must be submitted in accordance with the requirements of Article 11 B Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner No Work will be delayed or postponed pending resolution of any disputes or disagreements, or during any appeal process, except as permitted by Paragraph 16 04, or as Owner and Contractor may otherwise agree in writing 405 Delays in Contractor's Progress A If Owner, Engineer, 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 Contract Price or Contract Times B Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delay, disruption, or interference caused by or within the control of Contractor Delay, disruption, and interference attributable to and within the control of a Subcontractor or Supplier shall be deemed to be within the control of Contractor C if Contractor's performance or progress is delayed, disrupted, or interfered with by unanticipated causes not the fault of and beyond the control of Owner, Contractor, and those for which they are responsible, then Contractor shall be entitled to an equitable adjustment in Contract Times Such an adjustment will be Contractor's sole and exclusive remedy for the delays, disruption, and interference described in this paragraph Causes of delay, disruption, or interference that may give rise to an adjustment in Contract Times under this paragraph include but are not limited to the following 1 Severe and unavoidable natural catastrophes such as fires, floods, epidemics, and earthquakes, 2 Abnormal weather conditions, 3 Acts or failures to act of third -party utility owners or other third -party entities (other than those third -party utility owners or other third -party entities performing other work at or 202507139 adjacent to the Site as arranged by or under contract with Owner, as contemplated in Article 8), and 4 Acts of war or terrorism E]CDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American society of Civil Engineers All rights reserved Page 12 of 70 D Contractor's entitlement to an adjustment of Contract Times or Contract Price is limited as follows 1 Contractor's entitlement to an adjustment of the Contract Times is conditioned on the delay, disruption, or interference adversely affecting an activity on the critical path to completion of the Work, as of the time of the delay, disruption, or interference 2 Contractor shall not be entitled to an adjustment in Contract Price for any delay, disruption, or interference if such delay is concurrent with a delay, disruption, or interference caused by or within the control of Contractor Such a concurrent delay by Contractor shall not preclude an adjustment of Contract Times to which Contractor is otherwise entitled 3 Adjustments of Contract Times or Contract Price are subject to the provisions of Article 11 E Each Contractor request or Change Proposal seeking an increase in Contract Times or Contract Price must be supplemented by supporting data that sets forth in detail the following 1 The circumstances that form the basis for the requested adjustment, 2 The date upon which each cause of delay, disruption, or interference began to affect the progress of the Work, 3 The date upon which each cause of delay, disruption, or interference ceased to affect the progress of the Work, 4 The number of days' increase in Contract Times claimed as a consequence of each such cause of delay, disruption, or interference, and 5 The impact on Contract Price, in accordance with the provisions of Paragraph 1107 Contractor shall also furnish such additional supporting documentation as Owner or Engineer may require including, where appropriate, a revised progress schedule indicating all the activities affected by the delay, disruption, or interference, and an explanation of the effect of the delay, disruption, or interference on the critical path to completion of the Work F Delays, disruption, and interference to the performance or progress of the Work resulting from the existence of a differing subsurface or physical condition, an Underground Facility that was not shown or indicated by the Contract Documents, or not shown or indicated with reasonable accuracy, and those resulting from Hazardous Environmental Conditions, are governed by Article 5, together with the provisions of Paragraphs 4 05 D and 4 05 E G Paragraph 8 03 addresses delays, disruption, and interference to the performance or progress of the Work resulting from the performance of certain other work at or adjacent to the Site ARTICLE 5—SITE, SUBSURFACE AND PHYSICAL CONDITIONS, HAZARDOUS ENVIRONMENTAL CONDITIONS 501 Ava►lablhty of Lands 202507139 A Owner shall furnish the Site Owner shall notify Contractor in writing 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 EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 13 of 70 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 permanent improvements are to be made 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 502 Use of Site and Other Areas A Limitation on Use of Site and Other Areas 1 Contractor shall confine construction equipment, temporary construction facilities, the storage of materials and equipment, and the operations of workers to the Site, adjacent areas that Contractor has arranged to use through construction easements or otherwise, and other adjacent areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and such other adjacent areas with construction equipment or other materials or equipment Contractor shall assume full responsibility for (a) damage to the Site, (b) damage to any such other adjacent areas used for Contractor's operations, (c) damage to any other adjacent land or areas, or to improvements, structures, utilities, or similar facilities located at such adjacent lands or areas, and (d) for injuries and losses sustained by the owners or occupants of any such land or areas, provided that such damage or injuries result from the performance of the Work or from other actions or conduct of the Contractor or those for which Contractor is responsible 2 If a damage or injury claim is made by the owner or occupant of any such land or area because of the performance of the Work, or because of other actions or conduct of the Contractor or those for which Contractor is responsible, Contractor shall (a) take immediate corrective or remedial action as required by Paragraph 7 13, or otherwise, (b) promptly attempt to settle the claim as to all parties through negotiations with such owner or occupant, or otherwise resolve the claim by arbitration or other dispute resolution proceeding, or in a court of competent jurisdiction, and (c) to the fullest extent permitted by Laws and Regulations, 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 any such claim, and against all 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 directly or indirectly, in whole or in part by, or based upon, Contractor's performance of the Work, or because of other actions or conduct of the Contractor or those for which Contractor is responsible B Removal of Debris During Performance of the Work During the progress of the Work the Contractor shall keep the Site and other adjacent areas free from accumulations of waste materials, rubbish, and other debris Removal and disposal of such waste materials, rubbish, 202507139 and other debris will 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 and adjacent areas all tools, appliances, construction equipment EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 14 of 70 202507139 and machinery, and surplus materials and shall restore to original condition all property not designated for alteration by the Contract Documents D Loading of 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 structures or land to stresses or pressures that will endanger them 503 Subsurface and Physical Conditions A Reports and Drawings The Supplementary Conditions identify 1 Those reports of explorations and tests of subsurface conditions at or adjacent to the Site that contain Technical Data, 2 Those drawings of existing physical conditions at or adjacent to the Site, including those drawings depicting existing surface or subsurface structures at or adjacent to the Site (except Underground Facilities), that contain Technical Data, and 3 Technical Data contained in such reports and drawings B Underground Facilities Underground Facilities are shown or indicated on the Drawings, pursuant to Paragraph 5 05, and not in the drawings referred to in Paragraph 5 03 A Information and data regarding the presence or location of Underground Facilities are not intended to be categorized, identified, or defined as Technical Data C Reliance by Contractor on Technical Data Contractor may rely upon the accuracy of the Technical Data expressly identified in the Supplementary Conditions with respect to such reports and drawings, but such reports and drawings are not Contract Documents If no such express identification has been made, then Contractor may rely upon the accuracy of the Technical Data as defined in Paragraph 101 A 46 b D Limitations of Other Data and Documents Except for such reliance on 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, 2 other data, interpretations, opinions, and Information contained in such reports or shown or Indicated in such drawings, 3 the contents of other Site -related documents made available to Contractor, such as record drawings from other projects at or adjacent to the Site, or Owner's archival documents concerning the Site, or 1 4 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° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 15 of 70 504 Differing Subsurface or Physical Conditions A Notice by Contractor If Contractor believes that any subsurface or physical condition that is uncovered or revealed at the Site 1 Is of such a nature as to establish that any Technical Data on which Contractor is entitled to rely as provided in Paragraph 5 03 is materially inaccurate, 2 is of such a nature as to require a change in the Drawings or Specifications, 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 7 15), notify Owner and Engineer in writing about such condition Contractor shall not further disturb such condition or perform any Work in connection therewith (except with respect to an emergency) until receipt of a written statement permitting Contractor to do so B Engineer's Review After receipt of written notice as required by the preceding paragraph, Engineer will promptly review the subsurface or physical condition in question, determine whether it is necessary for Owner to obtain additional exploration or tests with respect to the condition, conclude whether the condition falls within any one or more of the differing site condition categories to Paragraph 5 04 A, obtain any pertinent cost or schedule information from Contractor, prepare recommendations to Owner regarding the Contractor's resumption of Work in connection with the subsurface or physical condition in question and the need for any change in the Drawings or Specifications, and advise Owner in writing of Engineer's findings, conclusions, and recommendations C Owner's Statement to Contractor Regarding Site Condition After receipt of Engineer's written findings, conclusions, and recommendations, Owner shall issue a written statement to Contractor (with a copy to Engineer) regarding the subsurface or physical condition in question, addressing the resumption of Work in connection with such condition, indicating whether any change in the Drawings or Specifications will be made, and adopting or rejecting Engineer's written findings, conclusions, and recommendations, In whole or in part D Early Resumption of Work If at any time Engineer determines that Work in connection with the subsurface or physical condition in question may resume prior to completion of Engineer's review or Owner's issuance of its statement to Contractor, because the condition in question has been adequately documented, and analyzed on a preliminary basis, then the Engineer may at its discretion instruct Contractor to resume such Work E Possible Price and Times Adjustments 1 Contractor shall be entitled to an equitable adjustment in Contract Price or Contract 202507139 Times, to the extent that the existence of a differing subsurface or physical condition, or any related delay, disruption, or interference, causes an increase or decrease in EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Crvd Engineers All rights reserved Page 16 of 70 Contractor's cost of, or time required for, performance of the Work, subject, however, to the following a Such condition must fall within any one or more of the categories described in Paragraph 5 04 A, 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 Paragraph 13 03, and, c Contractor's entitlement to an adjustment of the Contract Times is subject to the provisions of Paragraphs 4 05 D and 4 05 E 2 Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times with respect to a subsurface or physical condition if a Contractor knew of the existence of such condition at the time Contractor made a 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 otherwise, b The existence of such condition reasonably could have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such commitment, or c Contractor failed to give the written notice required by Paragraph 5 04 A 3 If Owner and Contractor agree regarding Contractor's entitlement to and the amount or extent of any adjustment in the Contract Price or Contract Times, then any such adjustment will be set forth in a Change Order 4 Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of any adjustment in the Contract Price or Contract Times, no later than 30 days after Owner's issuance of the Owner's written statement to Contractor regarding the subsurface or physical condition in question F Underground Facilities, Hazardous Environmental Conditions Paragraph 5 05 governs rights and responsibilities regarding the presence or location of Underground Facilities Paragraph 5 06 governs rights and responsibilities regarding Hazardous Environmental Conditions The provisions of Paragraphs 5 03 and 5 04 are not applicable to the presence or location of Underground Facilities, or to Hazardous Environmental Conditions 505 Underground Facilities A Contractor's Responsibilities Unless it is otherwise expressly provided in the Supplementary Conditions, the cost of all of the following are included in the Contract Price, and Contractor shall have full responsibility for 1 reviewing and checking all information and data regarding existing Underground Facilities at the Site, 202507139 2 complying with applicable state and local utility damage prevention Laws and Regulations, EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 17 of 70 3 verifying the actual location of those Underground Facilities shown or indicated in the Contract Documents as being within the area affected by the Work, by exposing such Underground Facilities during the course of construction, 4 coordination of the Work with the owners (including Owner) of such Underground Facilities, during construction, and 5 the safety and protection of all existing Underground Facilities at the Site, and repairing any damage thereto resulting from the Work B Notice by Contractor If Contractor believes that an Underground Facility that is uncovered or revealed at the Site was not shown or indicated on the Drawings, or was not shown or indicated on the Drawings with reasonable accuracy, then 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 7 15), notify Owner and Engineer in writing regarding such Underground Facility C Engineer's Review Engineer will 1 promptly review the Underground Facility and conclude whether such Underground Facility was not shown or indicated on the Drawings, or was not shown or indicated with reasonable accuracy, 2 identify and communicate with the owner of the Underground Facility, prepare recommendations to Owner (and if necessary issue any preliminary instructions to Contractor) regarding the Contractor's resumption of Work in connection with the Underground Facility in question, 3 obtain any pertinent cost or schedule information from Contractor, determine the extent, if any, to which a change is required in the Drawings or Specifications to reflect and document the consequences of the existence or location of the Underground Facility, and 4 advise Owner in writing of Engineer's findings, conclusions, and recommendations During such time, Contractor shall be responsible for the safety and protection of such Underground Facility D Owner's Statement to Contractor Regarding Underground Facility After receipt of Engineer's written findings, conclusions, and recommendations, Owner shall issue a written statement to Contractor (with a copy to Engineer) regarding the Underground Facility in question addressing the resumption of Work in connection with such Underground Facility, indicating whether any change in the Drawings or Specifications will be made, and adopting or rejecting Engineer's written findings, conclusions, and recommendations in whole or in part E Early Resumption of Work If at any time Engineer determines that Work in connection with the Underground Facility may resume prior to completion of Engineer's review or Owner's issuance of its statement to Contractor, because the Underground Facility in question and conditions affected by its presence have been adequately documented, and analyzed on a preliminary basis, then the Engineer may at its discretion instruct Contractor to resume such 202507139 Work F Possible Price and Times Adjustments 1 Contractor shall be entitled to an equitable adjustment in the Contract Price or Contract Times, to the extent that any existing Underground Facility at the Site that was not shown EJCDC® C 700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 18 of 70 or indicated on the Drawings, or was not shown or indicated with reasonable accuracy, or any related delay, disruption, or interference, causes an increase or decrease in Contractor's cost of, or time required for, performance of the Work, subject, however, to the following a 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 Paragraph 13 03, b Contractor's entitlement to an adjustment of the Contract Times is subject to the provisions of Paragraphs 4 05 D and 4 05 E, and c Contractor gave the notice required in Paragraph 5 05 B If Owner and Contractor agree regarding Contractor's entitlement to and the amount or extent of any adjustment in the Contract Price or Contract Times, then any such adjustment will be set forth in a Change Order Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of any adjustment in the Contract Price or Contract Times, no later than 30 days after Owner's issuance of the Owner's written statement to Contractor regarding the Underground Facility in question 4 The information and data shown or indicated on the Drawings with respect to existing Underground Facilities at the Site is based on information and data (a) furnished by the owners of such Underground Facilities, or by others, (b) obtained from available records, or (c) gathered in an investigation conducted in accordance with the current edition of ASCE 38, Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data, by the American Society of Civil Engineers If such information or data is incorrect or incomplete, Contractor's remedies are limited to those set forth in this Paragraph 5 05 F 506 Hazardous Environmental Conditions at Site A Reports and Drawings The Supplementary Conditions identify 1 those reports known to Owner relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site, 2 drawings known to Owner relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site, and 3 Technical Data contained in such reports and drawings B Reliance by Contractor on Technical Data Authorized Contractor may rely upon the accuracy of the Technical Data expressly identified in the Supplementary Conditions with respect to such reports and drawings, but such reports and drawings are not Contract Documents If no such express identification has been made, then Contractor may rely on the accuracy of the Technical Data as defined in Paragraph 101 A 46 b Except for such reliance on 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 202507139 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 EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 19 of 70 of construction to be employed by Contractor, and safety precautions and programs incident thereto, 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 C Contractor shall not be responsible for removing or remediating any Hazardous Environmental Condition encountered, uncovered, or revealed at the Site unless such removal or remediation is expressly identified in the Contract Documents to be within the scope of the Work D Contractor shall be responsible for controlling, containing, and duly removing all Constituents of Concern brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible, and for any associated costs, and for the costs of removing and remediating any Hazardous Environmental Condition created by the presence of any such Constituents of Concern E If Contractor encounters, uncovers, or reveals a Hazardous Environmental Condition whose removal or remediation is not expressly identified in the Contract Documents as being within the scope of the Work, or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, then Contractor shall immediately (1) secure or otherwise isolate such condition, (2) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 7 15), and (3) 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 5 06 F If Contractor or anyone for whom Contractor is responsible created the Hazardous Environmental Condition in question, then Owner may remove and remediate the Hazardous Environmental Condition, and impose a set-off against payments to account for the associated costs F Contractor shall not resume Work in connection with such Hazardous Environmental Condition or in any affected area until after Owner has obtained any required permits related thereto, and delivered written notice to Contractor either (1) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work, or (2) specifying any special conditions under which such Work may be resumed safely G 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, as a result of such Work stoppage, such special conditions under which Work is agreed to be resumed by Contractor, or any costs or expenses incurred in response to the Hazardous Environmental Condition, then within 30 days of Owner's written notice regarding the resumption of Work, Contractor may submit a 202507139 Change Proposal, or Owner may impose a set-off Entitlement to any such adjustment is subject to the provisions of Paragraphs 4 05 D, 4 05 E, 1107, and 1108 H 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 EJCDC® C 700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American society of Civil Engineers All rights reserved Page 20 of 70 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, following the contractual change procedures in Article 11 Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 8 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, arbitration, or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition (1) was not shown or indicated in the Drawings, Specifications, or other Contract Documents, identified as Technical Data entitled to limited reliance pursuant to Paragraph 5 06 B, or identified in the Contract Documents to be included within the scope of the Work, and (2) was not created by Contractor or by anyone for whom Contractor is responsible Nothing in this Paragraph 5 06 1 obligates Owner to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence 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 failure to control, contain, or remove a Constituent of Concern brought to the Site by Contractor or by anyone for whom Contractor is responsible, orto a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible Nothing in this Paragraph 5 06 J obligates Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence K The provisions of Paragraphs 5 03, 5 04, and 5 05 do not apply to the presence of Constituents of Concern or to a Hazardous Environmental Condition uncovered or revealed at the Site ARTICLE 6—BONDS AND INSURANCE 601 Performance, Payment, and Other Bonds A Contractor shall furnish a performance bond and a payment bond, each in an amount at least equal to the Contract Price, as security for the faithful performance and payment of Contractor's obligations under the Contract These bonds must remain in effect until one year after the date when final payment becomes due or until completion of the correction period specified in Paragraph 15 08, whichever is later, except as provided otherwise by Laws or Regulations, the terms of a prescribed bond form, the Supplementary Conditions, or other provisions of the Contract 202507139 B Contractor shall also furnish such other bonds (if any) as are required by the Supplementary Conditions or other provisions of the Contract C All bonds must be in the form included in the Bidding Documents or otherwise specified by Owner prior to execution of the Contract, except as provided otherwise by Laws or EJCDC® C 700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 21 of 70 Regulations, and must be issued and signed by a surety named in "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Department Circular 570 (as amended and supplemented) by the Bureau of the Fiscal Service, U S Department of the Treasury A bond 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 must show that it is effective on the date the agent or attorney -in -fact signed the accompanying bond D Contractor shall obtain the required bonds from surety companies that are duly licensed or authorized, in the state or jurisdiction in which the Project is located, to issue bonds in the required amounts E If the surety on a bond furnished by Contractor is declared bankrupt or becomes insolvent, or the surety ceases to meet the requirements above, then Contractor shall promptly notify Owner and Engineer in writing and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which must comply with the bond and surety requirements above F If Contractor has failed to obtain a required bond, Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 16 G Upon request to Owner from any Subcontractor, Supplier, or other person or entity claiming to have furnished labor, services, materials, or equipment used in the performance of the Work, Owner shall provide a copy of the payment bond to such person or entity H Upon request to Contractor from any Subcontractor, Supplier, or other person or entity claiming to have furnished labor, services, materials, or equipment used in the performance of the Work, Contractor shall provide a copy of the payment bond to such person or entity 602 Insurance —General Provisions A Owner and Contractor shall obtain and maintain insurance as required in this article and in the Supplementary Conditions B All insurance required by the Contract to be purchased and maintained by Owner or Contractor shall be obtained from insurance companies that are duly licensed or authorized in the state or jurisdiction in which the Project is located to issue insurance policies for the required limits and coverages Unless a different standard is indicated in the Supplementary Conditions, all companies that provide insurance policies required under this Contract shall have an A M Best rating of A-VII or better C Alternative forms of Insurance coverage, including but not limited to self-insurance and "Occupational Accident and Excess Employer's Indemnity Policies," are not sufficient to meet the Insurance requirements of this Contract, unless expressly allowed in the Supplementary Conditions D Contractor shall deliver to Owner, with copies to each additional Insured Identified in the Contract, certificates of Insurance and endorsements establishing that Contractor has obtained and is maintaining the policies and coverages required by the Contract Upon 202507139 request by Owner or any other Insured, Contractor shall also furnish other evidence of such required Insurance, Including but not limited to copies of policies, documentation of applicable self -Insured retentions (if allowed) and deductibles, full disclosure of all relevant exclusions, and evidence of insurance required to be purchased and maintained by EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American society of Civil Engineers All rights reserved Page 22 of 70 Subcontractors or Suppliers In any documentation furnished under this provision, Contractor, Subcontractors, and Suppliers may block out (redact) (1) any confidential premium or pricing information and (2) any wording specific to a project or jurisdiction other than those applicable to this Contract Owner shall deliver to Contractor, with copies to each additional insured identified in the Contract, certificates of insurance and endorsements establishing that Owner has obtained and is maintaining the policies and coverages required of Owner by the Contract (if any) Upon request by Contractor or any other Insured, Owner shall also provide other evidence of such required Insurance (if any), Including but not limited to copies of policies, documentation of applicable self -insured retentions (if allowed) and deductibles, and full disclosure of all relevant exclusions In any documentation furnished under this provision, Owner may block out (redact) (1) any confidential premium or pricing Information and (2) any wording specific to a project or jurisdiction other than those relevant to this Contract F Failure of Owner or Contractor to demand such certificates or other evidence of the other party's full compliance with these insurance requirements, or failure of Owner or Contractor to identify a deficiency in compliance from the evidence provided, will not be construed as a waiver of the other party's obligation to obtain and maintain such insurance G In addition to the liability insurance required to be provided by Contractor, the Owner, at Owner's option, may purchase and maintain Owner's own liability insurance Owner's liability policies, if any, operate separately and independently from policies required to be provided by Contractor, and Contractor cannot rely upon Owner's liability policies for any of Contractor's obligations to the Owner, Engineer, or third parties H Contractor shall require 1 Subcontractors to purchase and maintain worker's compensation, commercial general liability, and other insurance that is appropriate for their participation in the Project, and to name as additional insureds Owner and Engineer (and any other individuals or entities identified in the Supplementary Conditions as additional insureds on Contractor's liability policies) on each Subcontractor's commercial general liability insurance policy, and 2 Suppliers to purchase and maintain insurance that is appropriate for their participation in the Project I If either party does not purchase or maintain the insurance required of such party by the Contract, 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 1 If Contractor has failed to obtain and maintain required insurance, Contractor's entitlement to enter or remain at the Site will end immediately, and Owner may impose an appropriate set-off against payment for any associated costs (including but not limited to the cost of purchasing necessary insurance coverage), and exercise Owner's termination rights under Article 16 202507139 K Without prejudice to any other right or remedy, if a party has failed to obtain required insurance, the other party may elect (but is in no way obligated) to obtain equivalent insurance to protect such other party's interests at the expense of the party who was required to provide such coverage, and the Contract Price will be adjusted accordingly EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 23 of 70 L Owner does not represent that insurance coverage and limits established in this Contract necessarily will be adequate to protect Contractor or Contractor's interests Contractor is responsible for determining whether such coverage and limits are adequate to protect its interests, and for obtaining and maintaining any additional insurance that Contractor deems necessary M The insurance and insurance limits required herein will not be deemed as a limitation on Contractor's liability, or that of its Subcontractors or Suppliers, under the indemnities granted to Owner and other individuals and entities in the Contract or otherwise N All the policies of insurance required to be purchased and maintained under this Contract will contain a provision or endorsement that the coverage afforded will not be canceled, or renewal refused, until at least 10 days prior written notice has been given to the purchasing policyholder Within three days of receipt of any such written notice, the purchasing policyholder shall provide a copy of the notice to each other insured and Engineer 603 Contractor's Insurance A Required Insurance Contractor shall purchase and maintain Worker's Compensation, Commercial General Liability, and other insurance pursuant to the specific requirements of the Supplementary Conditions B General Provisions The policies of insurance required by this Paragraph 6 03 as supplemented must 1 include at least the specific coverages required, 2 be written for not less than the limits provided, or those required by Laws or Regulations, whichever is greater, 3 remain in effect at least until the Work is complete (as set forth in Paragraph 15 06 D), and longer if expressly required elsewhere in this Contract, and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work as a warranty or correction obligation, or otherwise, or returning to the Site to conduct other tasks arising from the Contract, 4 apply with respect to the performance of the Work, whether such performance is 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, and 5 include all necessary endorsements to support the stated requirements C Additional Insureds The Contractor's commercial general liability, automobile liability, employer's liability, umbrella or excess, pollution liability, and unmanned aerial vehicle liability policies, if required by this Contract, must 1 include and list as additional insureds Owner and Engineer, and any individuals or entities identified as additional insureds in the Supplementary Conditions, 202507139 2 include coverage for the respective officers, directors, members, partners, employees, and consultants of all such additional insureds, 3 afford primary coverage to these additional insureds for all claims covered thereby (including as applicable those arising from both ongoing and completed operations), EJCDC® C 700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 24 of 70 4 not seek contribution from insurance maintained by the additional insured, and 5 as to commercial general liability insurance, apply to additional insureds with respect to liability caused in whole or in part by Contractor's acts or omissions, or the acts and omissions of those working on Contractor's behalf, in the performance of Contractor's operations 604 Builder's Risk and Other Property Insurance A Builder's Risk Unless otherwise provided in the Supplementary Conditions, Contractor shall purchase and maintain builder's risk insurance upon the Work on a completed value basis, in the amount of the Work's full insurable replacement cost (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations) The specific requirements applicable to the builder's risk insurance are set forth in the Supplementary Conditions B Property Insurance for Facilities of Owner Where Work Will Occur Owner is responsible for obtaining and maintaining property insurance covering each existing structure, building, or facility in which any part of the Work will occur, or to which any part of the Work will attach or be adjoined Such property insurance will be written on a special perils (all-risk) form, on a replacement cost basis, providing coverage consistent with that required for the builder's risk insurance, and will be maintained until the Work is complete, as set forth in Paragraph 15 06 D C Property Insurance for Substantially Complete Facilities Promptly after Substantial Completion, and before actual occupancy or use of the substantially completed Work, Owner will obtain property insurance for such substantially completed Work, and maintain such property insurance at least until the Work is complete, as set forth in Paragraph 15 06 D Such property insurance will be written on a special perils (all-risk) form, on a replacement cost basis, and provide coverage consistent with that required for the builder's risk insurance The builder's risk insurance may terminate upon written confirmation of Owner's procurement of such property insurance D Partial Occupancy or Use by Owner If Owner will occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work, as provided in Paragraph 15 04, then Owner (directly, if it is the purchaser of the builder's risk policy, or through Contractor) will provide advance notice of such occupancy or use to the builder's risk insurer, and obtain an endorsement consenting to the continuation of coverage prior to commencing such partial occupancy or use E Insurance of Other Property, Additional Insurance If the express insurance provisions of the Contract do not require or address the insurance of a property item or interest, then the entity or individual owning such property item will be responsible for insuring it If Contractor elects to obtain other special insurance to be included in or supplement the builder's risk or property insurance policies provided under this Paragraph 6 04, it may do so at Contractor's expense 605 Property Losses, Subrogation 202507139 A The builder's risk insurance policy purchased and maintained in accordance with Paragraph 6 04 (or an installation floater policy if authorized by the Supplementary Conditions), will contain provisions to the effect that in the event of payment of any loss or damage the insurer will have no rights of recovery against any insureds thereunder, or against EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Crvd Engineers All rights reserved Page 25 of 70 Engineer or its consultants, or their officers, directors, members, partners, employees, agents, consultants, or subcontractors 1 Owner and Contractor waive all rights against each other and the 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, risks, 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 Engineer, its consultants, all individuals or entities identified in the Supplementary Conditions as builder's risk or installation floater insureds, 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 2 None of the above waivers extends to the rights that any party making such waiver may have to the proceeds of insurance held by Owner or Contractor as trustee or fiduciary, or otherwise payable under any policy so issued B Any property insurance policy maintained by Owner covering any loss, damage, or consequential loss to Owner's existing structures, buildings, or facilities in which any part of the Work will occur, or to which any part of the Work will attach or adjoin, to adjacent structures, buildings, or facilities of Owner, or to part or all of the completed or substantially completed Work, during partial occupancy or use pursuant to Paragraph 15 04, after Substantial Completion pursuant to Paragraph 15 03, or after final payment pursuant to Paragraph 15 06, will contain provisions to the effect that in the event of payment of any loss or damage the insurer will have no rights of recovery against any insureds thereunder, or against Contractor, Subcontractors, or Engineer, or the officers, directors, members, partners, employees, agents, consultants, or subcontractors of each and any of them, and that the insured is allowed to waive the insurer's rights of subrogation in a written contract executed prior to the loss, damage, or consequential loss 1 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 all losses and damages caused by, arising out of, or resulting from fire or any of the perils, risks, or causes of loss covered by such policies C The waivers in this Paragraph 6 05 include the waiver of rights 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 insured peril, risk, or cause of loss D Contractor shall be responsible for assuring that each Subcontract contains provisions whereby the Subcontractor waives all rights against Owner, Contractor, all individuals or entities identified in the Supplementary Conditions as insureds, the Engineer and its consultants, 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 202507139 of, relating to, or resulting from fire or other peril, risk, or cause of loss covered by builder's risk insurance, installation floater, and any other property insurance applicable to the Work EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 26 of 70 606 Receipt and Apphcation of Property Insurance Proceeds A Any insured loss under the builder's risk and other policies of property insurance required by Paragraph 6 04 will be adjusted and settled with the named insured that purchased the policy Such named insured shall act as fiduciary for the other insureds, and give notice to such other insureds that adjustment and settlement of a claim is in progress Any other insured may state its position regarding a claim for insured loss in writing within 15 days after notice of such claim Proceeds for such insured losses may be made payable by the Insurer eitherjointlyto multiple Insureds, or to the named Insured that purchased the policy in Its own right and as fiduciary for other Insureds, subject to the requirements of any applicable mortgage clause A named Insured receiving Insurance proceeds under the builder's risk and other policies of Insurance required by Paragraph 6 04 shall maintain such proceeds in a segregated account, and distribute such proceeds in accordance with such agreement as the parties in Interest may reach, or as otherwise required under the dispute resolution provisions of this Contract or applicable Laws and Regulations C If no other special agreement is reached, Contractor shall repair or replace the damaged Work, using allocated Insurance proceeds ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES 701 Contractor's Means and Methods of Construction A Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction If the Contract Documents note, or Contractor determines, that professional engineering or other design services are needed to carry out Contractor's responsibilities for construction means, methods, techniques, sequences, and procedures, or for Site safety, then Contractor shall cause such services to be provided by a properly licensed design professional, at Contractor's expense Such services are not Owner -delegated professional design services under this Contract, and neither Owner nor Engineer has any responsibility with respect to (1) Contractor's determination of the need for such services, (2) the qualifications or licensing of the design professionals retained or employed by Contractor, (3) the performance of such services, or (4) any errors, omissions, or defects in such services 702 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 B At all times during the progress of the Work, Contractor shall assign a competent resident superintendent who will not be replaced without written notice to Owner and Engineer except under extraordinary circumstances 202507139 7 03 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 maintain good discipline and order at the Site EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 27 of 70 B Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of Contractor's employees, of Suppliers and Subcontractors, and their employees, and of any other individuals or entities performing or furnishing any of the Work, just as Contractor is responsible for Contractor's own acts and omissions C 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 will be performed during regular working hours, Monday through Friday Contractor will not perform Work on a Saturday, Sunday, or any legal holiday Contractor may perform Work outside regular working hours or on Saturdays, Sundays, or legal holidays only with Owner's written consent, which will not be unreasonably withheld 704 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, whether or not such items are specifically called for in the Contract Documents B All materials and equipment incorporated into the Work must be new and of good quality, except as otherwise provided in the Contract Documents All special warranties and guarantees required by the Specifications will 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 must 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 705 "Or Equals" A Contractor's Request, Governing Criteria Whenever an item of equipment or material is specified or described in the Contract Documents by using the names of one or more proprietary items or specific Suppliers, the Contract Price has been based upon Contractor furnishing such item as specified The specification or description of such an item 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 is permitted, Contractor may request that Engineer authorize the use of other items of equipment or material, or items from other proposed Suppliers, under the circumstances described below 1 If Engineer in its sole discretion determines that an item of equipment or material proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, Engineer will deem it an "or equal" item For the purposes of this paragraph, a proposed item of equipment or material will be 202507139 considered functionally equal to an item so named if a in the exercise of reasonable judgment Engineer determines that the proposed item 1) is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics, EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 28 of 70 2) 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, 3) has a proven record of performance and availability of responsive service, and 4) is not objectionable to Owner b Contractor certifies that, if the proposed item is approved and incorporated into the Work 1) there will be no increase in cost to the Owner or increase in Contract Times, and 2) the item will conform substantially to the detailed requirements of the item named in the Contract Documents B Contractor's Expense Contractor shall provide all data in support of any proposed "or equal" item at Contractor's expense C Engineer's Evaluation and Determination Engineer will be allowed a reasonable time to evaluate each "or -equal" request Engineer may require Contractor to furnish additional data about the proposed "or -equal" item Engineer will be the sole judge of acceptability No "or - equal" item will be ordered, furnished, installed, or utilized until Engineer's review is complete and Engineer determines that the proposed item is an "or -equal," which will be evidenced by an approved Shop Drawing or other written communication Engineer will advise Contractor in writing of any negative determination D Effect of Engineer's Determination Neither approval nor denial of an "or -equal" request will result in any change in Contract Price The Engineer's denial of an "or -equal" request will be final and binding, and may not be reversed through an appeal under any provision of the Contract E Treatment as a Substitution Request If Engineer determines that an item of equipment or material proposed by Contractor does not qualify as an "or -equal" item, Contractor may request that Engineer consider the item a proposed substitute pursuant to Paragraph 7 06 706 Substitutes A Contractor's Request, Governing Criteria Unless the specification or description of an item of equipment or material required to be furnished under the Contract Documents contains or is followed by words reading that no substitution is permitted, Contractor may request that Engineer authorize the use of other items of equipment or material under the circumstances described below To the extent possible such requests must be made before commencement of related construction at the Site 1 Contractor shall submit sufficient information as provided below to allow Engineer to determine if the item of material or equipment proposed is functionally equivalent to that named and an acceptable substitute therefor Engineer will not accept requests for review of proposed substitute items of equipment or material from anyone other than Contractor 202507139 2 The requirements for review by Engineer will be as set forth in Paragraph 7 06 B, as supplemented by the Specifications, and as Engineer may decide is appropriate under the circumstances EJCDC® C 700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 29 of 70 3 Contractor shall make written application to Engineer for review of a proposed substitute item of equipment or material that Contractor seeks to furnish or use The application a will certify that the proposed substitute item will 1) perform adequately the functions and achieve the results called for by the general design, 2) be similar in substance to the item specified, and 3) be suited to the same use as the item specified b will state 1) the extent, if any, to which the use of the proposed substitute item will necessitate a change in Contract Times, 2) 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 3) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty c will identify 1) all variations of the proposed substitute item from the item specified, and 2) available engineering, sales, maintenance, repair, and replacement services d will contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including but not limited to changes in Contract Price, shared savings, costs of redesign, and claims of other contractors affected by any resulting change B Engineer's Evaluation and Determination Engineer will be allowed a reasonable time to evaluate each substitute request, and to obtain comments and direction from Owner Engineer may require Contractor to furnish additional data about the proposed substitute item Engineer will be the sole judge of acceptability No substitute will be ordered, furnished, installed, or utilized until Engineer's review is complete and Engineer determines that the proposed item is an acceptable substitute Engineer's determination will be evidenced by a Field Order or a proposed Change Order accounting for the substitution itself and all related impacts, including changes in Contract Price or Contract Times Engineer will advise Contractor in writing of any negative determination C Special Guarantee Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substitute D Reimbursement of Engineer's Cost Engineer will record Engineer's costs in evaluating a substitute proposed or submitted by Contractor Whether or not Engineer approves a 202507139 substitute so proposed or submitted by Contractor, Contractor shall reimburse Owner for the reasonable charges of Engineer for evaluating each such proposed substitute Contractor shall also reimburse Owner for the reasonable charges of Engineer for making changes in the Contract Documents (or in the provisions of any other direct contract with Owner) resulting from the acceptance of each proposed substitute EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 30 of 70 E Contractor's Expense Contractor shall provide all data in support of any proposed substitute at Contractor's expense F Effect of Engineer's Determination If Engineer approves the substitution request, Contractor shall execute the proposed Change Order and proceed with the substitution The Engineer's denial of a substitution request will be final and binding, and may not be reversed through an appeal under any provision of the Contract Contractor may challenge the scope of reimbursement costs imposed under Paragraph 7 06 D, by timely submittal of a Change Proposal 707 Concerning Subcontractors and Supphers A Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work Such Subcontractors and Suppliers must be acceptable to Owner The Contractor's retention of a Subcontractor or Supplier for the performance of parts of the Work will not relieve Contractor's obligation to Owner to perform and complete the Work in accordance with the Contract Documents B Contractor shall retain specific Subcontractors and Suppliers for the performance of designated parts of the Work if required by the Contract to do so C Subsequent to the submittal of Contractor's Bid or final negotiation of the terms of the Contract, Owner may not require Contractor to retain any Subcontractor or Supplier to furnish or perform any of the Work against which Contractor has reasonable objection D Prior to entry into any binding subcontract or purchase order, Contractor shall submit to Owner the identity of the proposed Subcontractor or Supplier (unless Owner has already deemed such proposed Subcontractor or Supplier acceptable during the bidding process or otherwise) Such proposed Subcontractor or Supplier shall be deemed acceptable to Owner unless Owner raises a substantive, reasonable objection within 5 days E Owner may require the replacement of any Subcontractor or Supplier Owner also may require Contractor to retain specific replacements, provided, however, that Owner may not require a replacement to which Contractor has a reasonable objection If Contractor has submitted the identity of certain Subcontractors or Suppliers for acceptance by Owner, and Owner has accepted it (either in writing or by failing to make written objection thereto), then Owner may subsequently revoke the acceptance of any such Subcontractor or Supplier so identified solely on the basis of substantive, reasonable objection after due investigation Contractor shall submit an acceptable replacement for the rejected Subcontractor or Supplier F If Owner requires the replacement of any Subcontractor or Supplier retained by Contractor to perform any part of the Work, then Contractor shall be entitled to an adjustment in Contract Price or Contract Times, with respect to the replacement, and Contractor shall initiate a Change Proposal for such adjustment within 30 days of Owner's requirement of replacement G No acceptance by Owner of any such Subcontractor or Supplier, whether initially or as a 202507139 replacement, will constitute a waiver of the right of Owner to the completion of the Work in accordance with the Contract Documents EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 31 of 70 H On a monthly basis, Contractor shall submit to Engineer a complete list of all Subcontractors and Suppliers having a direct contract with Contractor, and of all other Subcontractors and Suppliers known to Contractor at the time of submittal I Contractor shall be solely responsible for scheduling and coordinating the work of Subcontractors and Suppliers 1 The divisions and sections of the Specifications and the identifications of any Drawings do not control Contractor in dividing the Work among Subcontractors or Suppliers, or in delineating the Work to be performed by any specific trade K All Work performed for Contractor by a Subcontractor or Supplier must be pursuant to an appropriate contractual agreement that specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract for the benefit of Owner and Engineer Owner may furnish to any Subcontractor or Supplier, to the extent practicable, Information about amounts paid to Contractor for Work performed for Contractor by the Subcontractor or Supplier M Contractor shall restrict all Subcontractors and Suppliers from communicating with Engineer or Owner, except through Contractor or in case of an emergency, or as otherwise expressly allowed in this Contract 708 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 an 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 will be disclosed 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, 202507139 architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American society of Civil Engineers All rights reserved Page 32 of 70 709 Permits A Unless otherwise provided in the Contract Documents, Contractor shall obtain and pay for all construction permits, licenses, and certificates of occupancy 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 the submission of Contractor's Bid (or when Contractor became bound under a negotiated contract) Owner shall pay all charges of utility owners for connections for providing permanent service to the Work 710 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 711 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 Neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance with any Laws or Regulations If Contractor performs any Work or takes any other action knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all resulting costs and losses, and 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 such Work or other action It is not Contractor's responsibility to make certain that the Work described in the Contract Documents is in accordance with Laws and Regulations, but this does not relieve Contractor of its obligations under Paragraph 3 03 C Owner or Contractor may give written notice to the other party of any changes after the submission of Contractor's Bid (or after the date when Contractor became bound under a negotiated contract) in Laws or Regulations having an effect on the cost or time of performance of the Work, including but not limited to changes in Laws or Regulations having an effect on procuring permits and on sales, use, value-added, consumption, and other similar taxes If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times resulting from such changes, then within 30 days of such written notice Contractor may submit a Change Proposal, or Owner may initiate a Claim 712 Record Documents A Contractor shall maintain in a safe place at the Site one printed record copy of all Drawings, Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, written interpretations and clarifications, and approved Shop Drawings Contractor shall keep such 202507139 record documents in good order and annotate them to show changes made during construction These record documents, together with all approved Samples, will be available to Engineer for reference Upon completion of the Work, Contractor shall deliver these record documents to Engineer EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 33 of 70 713 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 B Contractor shall designate a qualified and experienced safety representative whose duties and responsibilities are the prevention of Work -related accidents and the maintenance and supervision of safety precautions and programs C Contractor shall 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, other work in progress, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction D All damage, injury, or loss to any property referred to in Paragraph 7 13 C 2 or 7 13 C 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 at its expense (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) E 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 F Contractor shall notify Owner, the owners of adjacent property, the owners of Underground Facilities and other utilities (if the identity of such owners is known to Contractor), and other contractors and utility owners performing work at or adjacent to the Site, in writing, when Contractor knows that prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property or work in progress G Contractor shall comply with the applicable requirements of Owner's safety programs, if any Any Owner's safety programs that are applicable to the Work are identified or included in the Supplementary Conditions or Specifications 202507139 H 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 EICDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 34 of 70 I Contractor's duties and responsibilities for safety and protection will continue until all the Work is completed, Engineer has issued a written notice to Owner and Contractor in accordance with Paragraph 15 06 C that the Work is acceptable, and Contractor has left the Site (except as otherwise expressly provided in connection with Substantial Completion) J Contractor's duties and responsibilities for safety and protection will resume whenever Contractor or any Subcontractor or Supplier returns to the Site to fulfill warranty or correction obligations, or to conduct other tasks arising from the Contract Documents 714 Hazard Communication Programs A Contractor shall be responsible for coordinating any exchange of safety data sheets (formerly known as 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 715 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 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 by an emergency, or are required as a result of Contractor's response to an emergency If Engineer determines that a change in the Contract Documents is required because of an emergency or Contractor's response, a Work Change Directive or Change Order will be issued 716 Submittals A Shop Drawing and Sample Requirements 1 Before submitting a Shop Drawing or Sample, Contractor shall a review and coordinate the Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents, b determine and verify 1) all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect to the Submittal, 2) the suitability of all materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work, and 3) all information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto, c confirm that the Submittal is complete with respect to all related data included in the Submittal 202507139 2 Each Shop Drawing or Sample must bear a stamp or specific written certification that Contractor has satisfied Contractor's obligations under the Contract Documents with respect to Contractor's review of that Submittal, and that Contractor approves the Submittal EJCDC® C-700, Standard General Conditions of the Construction Contract Copyngh0 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of civil Engineers All rights reserved Page 35 of 70 3 With each Shop Drawing or Sample, Contractor shall give Engineer specific written notice of any variations that the Submittal may have from the requirements of the Contract Documents This notice must be set forth in a written communication separate from the Submittal, and, in addition, in the case of a Shop Drawing by a specific notation made on the Shop Drawing itself B Submittal Procedures forShop Drawings and Samples Contractor shall label and submit Shop Drawings and Samples to Engineer for review and approval in accordance with the accepted Schedule of Submittals 1 Shop Drawings a Contractor shall submit the number of copies required in the Specifications b Data shown on the Shop Drawings must 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 7 16 C 2 Samples a Contractor shall submit the number of Samples required in the Specifications b Contractor shall 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 7 16 C 3 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 C Engineer's Review of Shop Drawings and Samples 1 Engineer will provide timely review of Shop Drawings and Samples in accordance with the accepted Schedule of Submittals 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, comply with the requirements of 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, or to safety precautions or programs incident thereto 3 Engineer's review and approval of a separate item as such will not indicate approval of the assembly in which the item functions 4 Engineer's review and approval of a Shop Drawing or Sample will not relieve Contractor 202507139 from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Paragraph 7 16 A 3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample Engineer will EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 36 of 70 document any such approved variation from the requirements of the Contract Documents in a Field Order or other appropriate Contract modification 5 Engineer's review and approval of a Shop Drawing or Sample will not relieve Contractor from responsibility for complying with the requirements of Paragraphs 7 16 A and B 6 Engineer's review and approval of a Shop Drawing or Sample, or of a variation from the requirements of the Contract Documents, will not, under any circumstances, change the Contract Times or Contract Price, unless such changes are included in a Change Order 7 Neither Engineer's receipt, review, acceptance, or approval of a Shop Drawing or Sample will result in such item becoming a Contract Document 8 Contractor shall perform the Work in compliance with the requirements and commitments set forth in approved Shop Drawings and Samples, subject to the provisions of Paragraph 7 16 C 4 D Resubmittal Procedures for Shop Drawings and Samples 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 2 Contractor shall furnish required Shop Drawing and Sample submittals with sufficient information and accuracy to obtain required approval of an item with no more than two resubmittals Engineer will record Engineer's time for reviewing a third or subsequent resubmittal of a Shop Drawing or Sample, and Contractor shall be responsible for Engineer's charges to Owner for such time Owner may impose a set-off against payments due Contractor to secure reimbursement for such charges 3 If Contractor requests a change of a previously approved Shop Drawing or Sample, Contractor shall be responsible for Engineer's charges to Owner for its review time, and Owner may impose a set-off against payments due Contractor to secure reimbursement for such charges, unless the need for such change is beyond the control of Contractor E Submittals Other than Shop Drawings, Samples, and Owner -Delegated Designs 1 The following provisions apply to all Submittals other than Shop Drawings, Samples, and Owner -delegated designs a Contractor shall submit all such Submittals to the Engineer in accordance with the Schedule of Submittals and pursuant to the applicable terms of the Contract Documents b Engineer will provide timely review of all such Submittals in accordance with the Schedule of Submittals and return such Submittals with a notation of either Accepted or Not Accepted Any such Submittal that is not returned within the time established in the Schedule of Submittals will be deemed accepted 202507139 c Engineer's review will be only to determine if the Submittal is acceptable under the requirements of the Contract Documents as to general form and content of the Submittal EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 37 of 70 d If any such Submittal is not accepted, Contractor shall confer with Engineer regarding the reason for the non -acceptance, and resubmit an acceptable document 2 Procedures for the submittal and acceptance of the Progress Schedule, the Schedule of Submittals, and the Schedule of Values are set forth in Paragraphs 2 03 2 04, and 2 05 F Owner -delegated Designs Submittals pursuant to Owner -delegated designs are governed by the provisions of Paragraph 7 19 717 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 is entitled to rely on Contractor's warranty and guarantee B Owner's rights under this warranty and guarantee are in addition to, and are not limited by, Owner's rights under the correction period provisions of Paragraph 15 08 The time in which Owner may enforce its warranty and guarantee rights under this Paragraph 7 17 is limited only by applicable Laws and Regulations restricting actions to enforce such rights, provided, however, that after the end of the correction period under Paragraph 15 08 1 Owner shall give Contractor written notice of any defective Work within 60 days of the discovery that such Work is defective, and 2 Such notice will be deemed the start of an event giving rise to a Claim under Paragraph 12 01 B, such that any related Claim must be brought within 30 days of the notice C Contractor's warranty and guarantee hereunder excludes defects or damage caused by 1 abuse, or improper modification, 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 D Contractor's obligation to perform and complete the Work in accordance with the Contract Documents is absolute None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents, a release of Contractor's obligation to perform the Work in accordance with the Contract Documents, or a release of Owner's warranty and guarantee rights under this Paragraph 7 17 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, 202507139 6 The issuance of a notice of acceptability by Engineer, 7 The end of the correction period established in Paragraph 15 08, 8 Any inspection, test, or approval by others, or EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 38 of 70 9 Any correction of defective Work by Owner E If the Contract requires the Contractor to accept the assignment of a contract entered into by Owner, then the specific warranties, guarantees, and correction obligations contained in the assigned contract will govern with respect to Contractor's performance obligations to Owner for the Work described in the assigned contract 718 Indemnification A To the fullest extent permitted by Laws and Regulations, and in addition to any other obligations of Contractor under the Contract or otherwise, 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 losses, damages, costs, and judgments (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 from third -party claims or actions relating to or resulting from the performance or furnishing of the Work, provided that any such claim, action, loss, cost, judgment or damage is attributable to bodily injury, sickness, disease, or death, or to damage 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 (orthe 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 7 18 Awill not be limited in anyway 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 719 Delegation of Professional Design Services A Owner may require Contractor to provide professional design services for a portion of the Work by express delegation in the Contract Documents Such delegation will specify the performance and design criteria that such services must satisfy, and the Submittals that Contractor must furnish to Engineer with respect to the Owner -delegated design B Contractor shall cause such Owner -delegated professional design services to be provided pursuant to the professional standard of care by a properly licensed design professional, whose signature and seal must appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such design professional Such design professional must Issue all certifications of design required by Laws and Regulations 202507139 C If a Shop Drawing or other Submittal related to the Owner -delegated design is prepared by Contractor, a Subcontractor, or others for submittal to Engineer, then such Shop Drawing or other Submittal must bear the written approval of Contractor's design professional when submitted by Contractor to Engineer EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 39 of 70 D Owner and Engineer shall be entitled to rely upon the adequacy, accuracy, and completeness of the services, certifications, and approvals performed or provided by the design professionals retained or employed by Contractor under an Owner -delegated design, subject to the professional standard of care and the performance and design criteria stated in the Contract Documents Pursuant to this Paragraph 7 19, Engineer's review, approval, and other determinations regarding design drawings, calculations, specifications, certifications, and other Submittals furnished by Contractor pursuant to an Owner -delegated design will be only for the following limited purposes 1 Checking for conformance with the requirements of this Paragraph 7 19, 2 Confirming that Contractor (through its design professionals) has used the performance and design criteria specified in the Contract Documents, and 3 Establishing that the design furnished by Contractor is consistent with the design concept expressed in the Contract Documents F Contractor shall not be responsible for the adequacy of performance or design criteria specified by Owner or Engineer G Contractor is not required to provide professional services in violation of applicable Laws and Regulations ARTICLE 8—OTHER WORK AT THE SITE 801 Other Work A In addition to and apart from the Work under the Contract Documents, the Owner may perform other work at or adjacent to the Site Such other work may be performed by Owner's employees, or through contracts between the Owner and third parties Owner may also arrange to have third -party utility owners perform work on their utilities and facilities at or adjacent to the Site B If Owner performs other work at or adjacent to the Site with Owner's employees, or through contracts for such other work, then Owner shall give Contractor written notice thereof prior to starting any such other work If Owner has advance information regarding the start of any third -party utility work that Owner has arranged to take place at or adjacent to the Site, Owner shall provide such information to Contractor C Contractor shall afford proper and safe access to the Site to each contractor that performs such other work, each utility owner performing other work, and Owner, if Owner is performing other work with Owner's employees, and provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work D 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 202507139 with such other work Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work, provided, however, that Contractor may cut or alter others' work with the written consent of Engineer and the others whose work will be affected EJCDC® C-700, Standard General Conditions of the Construction Contract Copynght° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 40 of 70 E If the proper execution or results of any part of Contractor's Work depends upon work performed by others, 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 F The provisions of this article are not applicable to work that is performed by third -party utilities or other third -party entities without a contract with Owner, or that is performed without having been arranged by Owner If such work occurs, then any related delay, disruption, or interference incurred by Contractor is governed by the provisions of Paragraph 4 05 C 3 802 Coordination A If Owner intends to contract with others for the performance of other work at or adjacent to the Site, to perform other work at or adjacent to the Site with Owner's employees, or to arrange to have utility owners perform work at or adjacent to the Site, the following will be set forth in the Supplementary Conditions or provided to Contractor prior to the start of any such other work 1 The Identity of the individual or entity that will have authority and responsibility for coordination of the activities among the various contractors, 2 An Itemization of the specific matters to be covered by such authority and responsibility, and 3 The extent of such authority and responsibilities B Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination 803 Legal Relationships A If, in the course of performing other work for Owner at or adjacent to the Site, the Owner's employees, any other contractor working for Owner, or any utility owner that Owner has arranged to perform work, causes damage to the Work or to the property of Contractor or its Subcontractors, or delays, disrupts, interferes with, or increases the scope or cost of the performance of the Work, through actions or inaction, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times Contractor must submit any Change Proposal seeking an equitable adjustment in the Contract Price or the Contract Times under this paragraph within 30 days of the damaging, delaying, disrupting, or interfering event The entitlement to, and extent of, any such equitable adjustment will take into account information (if any) regarding such other work that was provided to Contractor in the Contract Documents prior to the submittal of the Bid or the final negotiation of the terms of the Contract, and any remedies available to Contractor under Laws or Regulations concerning utility action or inaction When applicable, any such equitable adjustment in Contract Price 202507139 will be conditioned on Contractor assigning to Owner all Contractor's rights against such other contractor or utility owner with respect to the damage, delay, disruption, or interference that is the subject of the adjustment Contractor's entitlement to an adjustment of the Contract Times or Contract Price is subject to the provisions of Paragraphs 4 05 D and 4 05 E EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 41 of 70 B Contractor shall take reasonable and customary measures to avoid damaging, delaying, disrupting, or interfering with the work of Owner, any other contractor, or any utility owner performing other work at or adjacent to the Site If Contractor fails to take such measures and as a result damages, delays, disrupts, or interferes with the work of any such other contractor or utility owner, then Owner may impose a set-off against payments due Contractor, and assign to such other contractor or utility owner the Owner's contractual rights against Contractor with respect to the breach of the obligations set forth in this Paragraph 8 03 B 2 When Owner is performing other work at or adjacent to the Site with Owner's employees, Contractor shall be liable to Owner for damage to such other work, and for the reasonable direct delay, disruption, and interference costs incurred by Owner as a result of Contractor's failure to take reasonable and customary measures with respect to Owner's other work In response to such damage, delay, disruption, or interference, Owner may impose a set-off against payments due Contractor C If Contractor damages, delays, disrupts, or interferes with the work of any other contractor, or any utility owner performing other work at or adjacent to the Site, through Contractor's failure to take reasonable and customary measures to avoid such impacts, or if any claim arising out of Contractor's actions, inactions, or negligence in performance of the Work at or adjacent to the Site is made by any such other contractor or utility owner against Contractor, Owner, or Engineer, then Contractor shall (1) promptly attempt to settle the claim as to all parties through negotiations with such other contractor or utility owner, or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law, and (2) 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 any such claims, and against all 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 damage, delay, disruption, or interference ARTICLE 9—OWNER'S RESPONSIBILITIES 901 Communications to Contractor A Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer 902 Replacement of Engineer A Owner may at its discretion appoint an engineer to replace Engineer, provided Contractor makes no reasonable objection to the replacement engineer The replacement engineer's status under the Contract Documents will be that of the former Engineer 903 Furnish Data A Owner shall promptly furnish the data required of Owner under the Contract Documents 202507139 904 Pay When Due A Owner shall make payments to Contractor when they are due as provided in the Agreement EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 42 of 70 202507139 905 Lands and Easements, Reports, Tests, and Drawings A Owner's duties with respect to providing lands and easements are set forth in Paragraph 5 01 B Owner's duties with respect to providing engineering surveys to establish reference points are set forth in Paragraph 4 03 C Article 5 refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of conditions at the Site, and drawings of physical conditions relating to existing surface or subsurface structures at the Site 906 Insurance A Owner's responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 6 907 Change Orders A Owner's responsibilities with respect to Change Orders are set forth in Article 11 908 Inspections, Tests, and Approvals A Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 14 02 B 909 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 910 Undisclosed Hazardous Environmental Condition A Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 5 06 911 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 (Including obligations under proposed changes in the Work) 912 Safety Programs 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 B Owner shall furnish copies of any applicable Owner safety programs to Contractor EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 43 of 70 ARTICLE 10—ENGINEER'S STATUS DURING CONSTRUCTION 10 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 10 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 10 07 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 10 03 Resident Project Representative A if Owner and Engineer have agreed that Engineer will furnish a Resident Project Representative to represent Engineer at the Site and assist Engineer in observing the progress and quality of the Work, then the authority and responsibilities of any such Resident Project Representative will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in the Supplementary Conditions and in Paragraph 10 07 B If Owner designates an individual or entity who is not Engineer's consultant, agent, or employee to represent Owner at the Site, then the responsibilities and authority of such individual or entity will be as provided in the Supplementary Conditions 10 04 Engineer's Authority A Engineer has the authority to reject Work in accordance with Article 14 B Engineer's authority as to Submittals is set forth in Paragraph 7 16 202507139 C Engineer's authority as to design drawings, calculations, specifications, certifications and other Submittals from Contractor in response to Owner's delegation (if any) to Contractor of professional design services, is set forth in Paragraph 7 19 D Engineer's authority as to changes in the Work is set forth in Article 11 EJCDC® C 700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Cord Engineers All rights reserved Page 44 of 70 202507139 E Engineer's authority as to Applications for Payment is set forth in Article 15 1005 Determinations for Unit Price Work A Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor as set forth in Paragraph 13 03 1006 Decisions on Requirements of Contract Documents and Acceptability of Work A Engineer will render decisions regarding the requirements of the Contract Documents, and judge the acceptability of the Work, pursuant to the specific procedures set forth herein for initial interpretations, Change Proposals, and acceptance of the Work In rendering such decisions and judgments, Engineer will not show partiality to Owner or Contractor, and will not be liable to Owner, Contractor, or others in connection with any proceedings, interpretations, decisions, or judgments conducted or rendered in good faith 10 07 Limitations on Engineer's Authority and Responsibilities A Neither Engineer's authority or responsibility under this Article 10 or under any other provision of the Contract, 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, will create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them B Engineer will not supervise, direct, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work Engineer will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents C Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work D Engineer's review of the final Application for Payment and accompanying documentation, and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Contractor under Paragraph 15 06 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 10 07 also apply to the Resident Project Representative, if any 10 08 Compliance with Safety Program A While at the Site, Engineer's employees and representatives will comply with the specific applicable requirements of Owner's and Contractor's safety programs of which Engineer has been informed E1CDC® C 700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 45 of 70 ARTICLE 11—CHANGES TO THE CONTRACT 1101 Amending and Supplementing the Contract A The Contract maybe amended or supplemented by a Change Order, a Work Change Directive, or a Field Order B If an amendment or supplement to the Contract includes a change in the Contract Price or the Contract Times, such amendment or supplement must be set forth in a Change Order C All changes to the Contract that involve (1) the performance or acceptability of the Work, (2) the design (as set forth in the Drawings, Specifications, or otherwise), or (3) other engineering or technical matters, must be supported by Engineer's recommendation Owner and Contractor may amend other terms and conditions of the Contract without the recommendation of the Engineer 1102 Change Orders A Owner and Contractor shall execute appropriate Change Orders covering 1 Changes in 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, 2 Changes in Contract Price resulting from an Owner set-off, unless Contractor has duly contested such set-off, 3 Changes in the Work which are (a) ordered by Owner pursuant to Paragraph 1105, (b) required because of Owner's acceptance of defective Work under Paragraph 14 04 or Owner's correction of defective Work under Paragraph 14 07, or (c) agreed to by the parties, subject to the need for Engineer's recommendation if the change in the Work involves the design (as set forth in the Drawings, Specifications, or otherwise) or other engineering or technical matters, and 4 Changes that embody the substance of any final and binding results under Paragraph 1103 B, resolving the impact of a Work Change Directive, Paragraph 1109, concerning Change Proposals, Article 12, Claims, Paragraph 13 02 D, final adjustments resulting from allowances, Paragraph 13 03 D, final adjustments relating to determination of quantities for Unit Price Work, and similar provisions B If Owner or Contractor refuses to execute a Change Order that is required to be executed under the terms of Paragraph 1102 A, it will be deemed to be of full force and effect, as if fully executed 1103 Work Change Directives A A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the modification ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order, following negotiations by the parties as to the Work Change Directive's effect, if any, on the Contract 202507/39 Price and Contract Times, or, if negotiations are unsuccessful, by a determination under the terms of the Contract Documents governing adjustments, expressly including Paragraph 1107 regarding change of Contract Price EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American society of Civil Engineers All rights reserved Page 46 of 70 B If Owner has issued a Work Change Directive and Contractor believes that an adjustment in Contract Times or Contract Price is necessary, then Contractor shall submit any Change Proposal seeking such an adjustment no later than 30 days after the completion of the Work set out in the Work Change Directive 2 Owner believes that an adjustment in Contract Times or Contract Price is necessary, then Owner shall submit any Claim seeking such an adjustment no later than 60 days after issuance of the Work Change Directive 1104 Field Orders A Engineer may authorize minor changes in the Work if the changes 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 Such changes will be accomplished by a Field Order and will be binding on Owner and also on Contractor, which shall perform the Work involved promptly B If Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, then before proceeding with the Work at issue, Contractor shall submit a Change Proposal as provided herein 1105 Owner -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 Changes involving the design (as set forth in the Drawings, Specifications, or otherwise) or other engineering or technical matters will be supported by Engineer's recommendation B Such changes in the Work may be accomplished by a Change Order, if Owner and Contractor have agreed as to the effect, if any, of the changes on Contract Times or Contract Price, or by a Work Change Directive Upon receipt of any such document, Contractor shall promptly proceed with the Work involved, or, in the case of a deletion in the Work, promptly cease construction activities with respect to such deleted Work Added or revised Work must be performed under the applicable conditions of the Contract Documents C Nothing in this Paragraph 1105 obligates Contractor to undertake work that Contractor reasonably concludes cannot be performed in a manner consistent with Contractor's safety obligations under the Contract Documents or Laws and Regulations 1106 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, except in the case of an emergency as provided in Paragraph 7 15 or in the case of uncovering Work as provided in Paragraph 14 05 C 2 1107 Change of Contract Price 202507139 A The Contract Price may only be changed by a Change Order Any Change Proposal for an adjustment in the Contract Price must comply with the provisions of Paragraph 1109 Any Claim for an adjustment of Contract Price must comply with the provisions of Article 12 B An adjustment in the Contract Price will be determined as follows EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 47 of 70 1 Where the Work involved is covered by unit prices contained in the Contract Documents, then by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 13 03), 2 Where the Work involved is not covered by unit prices contained in the Contract Documents, then by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily In accordance with Paragraph 1107 C 2), or 3 Where the Work involved is not covered by unit prices contained in the Contract Documents and the parties do not reach mutual agreement to a lump sum, then on the basis of the Cost of the Work (determined as provided in Paragraph 13 01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 1107 C) C Contractor's Fee When applicable, the Contractor's fee for overhead and profit will 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 13 01 B 1 and 13 01 B 2, the Contractor's fee will be 15 percent, b For costs incurred under Paragraph 13 01 B 3, the Contractor's fee will be 5 percent, c Where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 1107 C 2 a and 1107 C 2 b is that the Contractor's fee will be based on (1) a fee of 15 percent of the costs incurred under Paragraphs 13 01 B 1 and 13 01 B 2 by the Subcontractor that actually performs the Work, at whatever tier, and (2) with respect to Contractor itself and to any Subcontractors of a tier higher than that of the Subcontractor that actually performs the Work, a fee of 5 percent of the amount (fee plus underlying costs incurred) attributable to the next lower tier Subcontractor, provided, however, that for any such subcontracted Work the maximum total fee to be paid by Owner will be no greater than 27 percent of the costs incurred by the Subcontractor that actually performs the Work, d No fee will be payable on the basis of costs itemized under Paragraphs 13 01 B 4, 13 01 B 5, and 13 01 C, e The amount of credit to be allowed by Contractor to Owner for any change which results In a net decrease in Cost of the Work will be the amount of the actual net decrease in Cost of the Work and a deduction of an additional amount equal to 5 percent of such actual net decrease in Cost of the Work, and f When both additions and credits are involved in any one change or Change Proposal, the adjustment In Contractor's fee will be computed by determining the sum of the costs in each of the cost categories in Paragraph 13 01 B (specifically, payroll costs, 202507139 Paragraph 13 01 B 1, incorporated materials and equipment costs, Paragraph 13 01 B 2, Subcontract costs, Paragraph 13 01 B 3, special consultants costs, Paragraph 13 01 B 4, and other costs, Paragraph 13 01 B 5) and applying to each such cost category sum the appropriate fee from Paragraphs 1107 C 2 a through 1107 C 2 e, inclusive EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 48 of 70 1108 Change of Contract Times A The Contract Times may only be changed by a Change Order Any Change Proposal for an adjustment in the Contract Times must comply with the provisions of Paragraph 1109 Any Claim for an adjustment in the Contract Times must comply with the provisions of Article 12 B Delay, disruption, and interference in the Work, and any related changes in Contract Times, are addressed in and governed by Paragraph 4 05 1109 Change Proposals A Purpose and Content Contractor shall submit a Change Proposal to Engineer to request an adjustment in the Contract Times or Contract Price, contest an initial decision by Engineer concerning the requirements of the Contract Documents or relating to the acceptability of the Work under the Contract Documents, challenge a set-off against payment due, or seek other relief under the Contract The Change Proposal will specify any proposed change in Contract Times or Contract Price, or other proposed relief, and explain the reason for the proposed change, with citations to any governing or applicable provisions of the Contract Documents Each Change Proposal will address only one issue, or a set of closely related issues B Change Proposal Procedures 1 Submittal Contractor shall submit each Change Proposal to Engineer within 30 days after the start of the event giving rise thereto, or after such initial decision 2 Supporting Data The Contractor shall submit supporting data, including the proposed change in Contract Price or Contract Time (if any), to the Engineer and Owner within 15 days after the submittal of the Change Proposal a Change Proposals based on or related to delay, interruption, or interference must comply with the provisions of Paragraphs 4 05 D and 4 05 E b Change proposals related to a change of Contract Price must include full and detailed accounts of materials incorporated into the Work and labor and equipment used for the subject Work The supporting data must be accompanied by a written statement that the supporting data are accurate and complete, and that any requested time or price adjustment is the entire adjustment to which Contractor believes it is entitled as a result of said event 3 Engineer's Initial Review Engineer will advise Owner regarding the Change Proposal, and consider any comments or response from Owner regarding the Change Proposal If in its discretion Engineer concludes that additional supporting data is needed before conducting a full review and making a decision regarding the Change Proposal, then Engineer may request that Contractor submit such additional supporting data by a date specified by Engineer, prior to Engineer beginning its full review of the Change Proposal 4 Engineer's Full Review and Action on the Change Proposal Upon receipt of Contractor's supporting data (including any additional data requested by Engineer), Engineer will 202507139 conduct a full review of each Change Proposal and, within 30 days after such receipt of the Contractor's supporting data, either approve the Change Proposal in whole, deny it in whole, or approve it in part and deny it in part Such actions must be in writing, with a copy provided to Owner and Contractor If Engineer does not take action on the Change EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 49 of 70 Proposal within 30 days, then either Owner or Contractor may at any time thereafter submit a letter to the other party indicating that as a result of Engineer's inaction the Change Proposal is deemed denied, thereby commencing the time for appeal of the denial under Article 12 5 Binding Decision Engineer's decision is final and binding upon Owner and Contractor, unless Owner or Contractor appeals the decision by filing a Claim under Article 12 C Resolution of Certain Change Proposals If the Change Proposal does not involve the design (as set forth in the Drawings, Specifications, or otherwise), the acceptability of the Work, or other engineering or technical matters, then Engineer will notify the parties in writing that the Engineer is unable to resolve the Change Proposal For purposes of further resolution of such a Change Proposal, such notice will be deemed a denial, and Contractor may choose to seek resolution under the terms of Article 12 D Post -Completion Contractor shall not submit any Change Proposals after Engineer issues a written recommendation of final payment pursuant to Paragraph 15 06 B 1110 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 ARTICLE 12—CLAIMS 12 01 Claims A Claims Process The following disputes between Owner and Contractor are subject to the Claims process set forth in this article 1 Appeals by Owner or Contractor of Engineer's decisions regarding Change Proposals, 2 Owner demands for adjustments in the Contract Price or Contract Times, or other relief under the Contract Documents, 3 Disputes that Engineer has been unable to address because they do not involve the design (as set forth in the Drawings, Specifications, or otherwise), the acceptability of the Work, or other engineering or technical matters, and 4 Subject to the waiver provisions of Paragraph 15 07, any dispute arising after Engineer has issued a written recommendation of final payment pursuant to Paragraph 15 06 B B Submittal of Clam The party submitting a Claim shall deliver it directly to the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto, in the case of appeals regarding Change Proposals within 30 days of the decision under appeal The party submitting the Claim shall also furnish a copy to the Engineer, for its 202507139 information only The responsibility to substantiate a Claim rests with the party making the Claim In the case of a Claim by Contractor seeking an increase in the Contract Times or Contract Price, Contractor shall certify that the Claim is made in good faith, that the supporting data are accurate and complete, and that to the best of Contractor's knowledge EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 50 of 70 and belief the amount of time or money requested accurately reflects the full amount to which Contractor is entitled C Review and Resolution The party receiving a Claim shall review it thoroughly, giving full consideration to its merits The two parties shall seek to resolve the Claim through the exchange of information and direct negotiations The parties may extend the time for resolving the Claim by mutual agreement All actions taken on a Claim will be stated in writing and submitted to the other party, with a copy to Engineer D Mediation 1 At any time after initiation of a Claim, Owner and Contractor may mutually agree to mediation of the underlying dispute The agreement to mediate will stay the Claim submittal and response process 2 If Owner and Contractor agree to mediation, then after 60 days from such agreement, either Owner or Contractor may unilaterally terminate the mediation process, and the Claim submittal and decision process will resume as of the date of the termination If the mediation proceeds but is unsuccessful in resolving the dispute, the Claim submittal and decision process will resume as of the date of the conclusion of the mediation, as determined by the mediator 3 Owner and Contractor shall each pay one-half of the mediator's fees and costs E Partial Approval If the party receiving a Claim approves the Claim in part and denies it in part, such action will be final and binding unless within 30 days of such action the other party invokes the procedure set forth in Article 17 for final resolution of disputes F Denial of Clam If efforts to resolve a Claim are not successful, the party receiving the Claim may deny it by giving written notice of denial to the other party If the receiving party does not take action on the Claim within 90 days, then either Owner or Contractor may at any time thereafter submit a letter to the other party indicating that as a result of the inaction, the Claim is deemed denied, thereby commencing the time for appeal of the denial A denial of the Claim will be final and binding unless within 30 days of the denial the other party invokes the procedure set forth in Article 17 for the final resolution of disputes G Final and Binding Results If the parties reach a mutual agreement regarding a Claim, whether through approval of the Claim, direct negotiations, mediation, or otherwise, or if a Claim is approved in part and denied in part, or denied in full, and such actions become final and binding, then the results of the agreement or action on the Claim will be incorporated in a Change Order or other written document to the extent they affect the Contract, including the Work, the Contract Times, or the Contract Price ARTICLE 13—COST OF THE WORK, ALLOWANCES, UNIT PRICE WORK 13 01 Cost of the Work A Purposes for Determination of Cost of the Work The term Cost of the Work means the sum 202507139 of all costs necessary for the proper performance of the Work at issue, as further defined below The provisions of this Paragraph 13 01 are used for two distinct purposes 1 To determine Cost of the Work when Cost of the Work is a component of the Contract Price, under cost -plus -fee, time -and -materials, or other cost -based terms, or EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 51 of 70 2 When needed to determine the value of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price When the value of any such adjustment is determined on the basis of Cost of the Work, Contractor is entitled only to those additional or incremental costs required because of the change in the Work or because of the event giving rise to the adjustment B Costs Included Except as otherwise may be agreed to in writing by Owner, costs included in the Cost of the Work will be in amounts no higher than those commonly incurred in the locality of the Project, will not include any of the costs itemized in Paragraph 13 01 C, and will 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 in advance of the subject Work Such employees include, without limitation, superintendents, foremen, safety managers, safety representatives, and other personnel employed full time on the Work Payroll costs for employees not employed full time on the Work will be apportioned on the basis of their time spent on the Work Payroll costs include, but are not limited to, salaries and wages plus the cost of fringe benefits, which include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, sick leave, and vacation and holiday pay applicable thereto The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, will be included in the above to the extent authorized by Owner 2 Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith All cash discounts accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts will accrue to Owner All trade discounts, rebates, and refunds and returns from sale of surplus materials and equipment will 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, which 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 will be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 13 01 4 Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed or retained for services specifically related to the Work 5 Other costs consisting of the following a The proportion of necessary transportation, travel, and subsistence expenses of 202507139 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, which are EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 52 of 70 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 1) In establishing included costs for materials such as scaffolding, plating, or sheeting, consideration will be given to the actual or the estimated life of the material for use on other projects, or rental rates may be established on the basis of purchase or salvage value of such items, whichever is less Contractor will not be eligible for compensation for such items in an amount that exceeds the purchase cost of such item c Construction Equipment Rental 1) Rentals of all construction equipment and machinery, and the parts thereof, in accordance with rental agreements approved by Owner as to price (including any surcharge or special rates applicable to overtime use of the construction equipment or machinery), and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof All such costs will be in accordance with the terms of said rental agreements The rental of any such equipment, machinery, or parts must cease when the use thereof is no longer necessary for the Work 2) Costs for equipment and machinery owned by Contractor or a Contractor -related entity will be paid at a rate shown for such equipment in the equipment rental rate book specified in the Supplementary Conditions An hourly rate will be computed by dividing the monthly rates by 176 These computed rates will include all operating costs 3) With respect to Work that is the result of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price ("changed Work"), included costs will be based on the time the equipment or machinery is in use on the changed Work and the costs of transportation, loading, unloading, assembly, dismantling, and removal when directly attributable to the changed Work The cost of any such equipment or machinery, or parts thereof, must cease to accrue when the use thereof is no longer necessary for the changed 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 builder's risk or other property insurance established in accordance with Paragraph 6 04), provided such losses and damages have resulted from causes other 202507139 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 include settlements made with the written consent and approval of Owner No such losses, damages, and expenses will be included in the Cost of the Work for the purpose of determining Contractor's fee EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 53 of 70 g The cost of utilities, fuel, and sanitary facilities at the Site h Minor expenses such as communication 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 that Contractor is required by the Contract Documents to purchase and maintain C Costs Excluded The term Cost of the Work does not include any of the following items 1 Payroll costs and other compensation of Contractor's officers, executives, principals, general 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 13 01 B 1 or specifically covered by Paragraph 13 01 B 4 The payroll costs and other compensation excluded here are to be considered administrative costs covered by the Contractor's fee 2 The cost of purchasing, renting, or furnishing small tools and hand tools 3 Expenses of Contractor's principal and branch offices other than Contractor's office at the Site 4 Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments 5 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 6 Expenses incurred in preparing and advancing Claims 7 Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraph 13 01 B D Contractor's Fee 1 When the Work as a whole is performed on the basis of cost -plus -a -fee, then a Contractor's fee for the Work set forth in the Contract Documents as of the Effective Date of the Contract will be determined as set forth in the Agreement b for any Work covered by a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price on the basis of Cost of the Work, Contractor's fee will be determined as follows 1) When the fee for the Work as a whole is a percentage of the Cost of the Work, the fee will automatically adjust as the Cost of the Work changes 2) When the fee for the Work as a whole is a fixed fee, the fee for any additions or 202507139 deletions will be determined in accordance with Paragraph 1107 C 2 2 When the Work as a whole is performed on the basis of a stipulated sum, or any other basis other than cost -plus -a -fee, then Contractor's fee for any Work covered by a Change EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 54 of 70 202507139 Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price on the basis of Cost of the Work will be determined in accordance with Paragraph 1107 C 2 E Documentation and Audit Whenever the Cost of the Work for any purpose is to be determined pursuant to this Article 13, Contractor and pertinent Subcontractors will establish and maintain records of the costs in accordance with generally accepted accounting practices Subject to prior written notice, Owner will be afforded reasonable access, during normal business hours, to all Contractor's accounts, records, books, correspondence, instructions, drawings, receipts, vouchers, memoranda, and similar data relating to the Cost of the Work and Contractor's fee Contractor shall preserve all such documents for a period of three years after the final payment by Owner Pertinent Subcontractors will afford such access to Owner, and preserve such documents, to the same extent required of Contractor 13 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 Contractor agrees that 1 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 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 for any of the foregoing will be valid C Owner's Contingency Allowance Contractor agrees that an Owner's 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 for Work covered by allowances, and the Contract Price will be correspondingly adjusted 13 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 Payments to Contractor for Unit Price Work will be based on actual quantities C Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item D 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 EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 55 of 70 thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, and the final adjustment of Contract Price will be set forth in a Change Order, subject to the provisions of the following paragraph E Adjustments in Unit Price 1 Contractor or Owner shall be entitled to an adjustment in the unit price with respect to an item of Unit Price Work if a the quantity of the item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement, and b Contractor's unit costs to perform the item of Unit Price Work have changed materially and significantly as a result of the quantity change 2 The adjustment in unit price will account for and be coordinated with any related changes in quantities of other items of Work, and in Contractor's costs to perform such other Work, such that the resulting overall change in Contract Price is equitable to Owner and Contractor 3 Adjusted unit prices will apply to all units of that item ARTICLE 14—TESTS AND INSPECTIONS, CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK 14 01 Access to Work A Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and authorities having jurisdiction 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 with such procedures and programs as applicable 14 02 Tests, Inspections, and Approvals A Contractor shall give Engineer timely notice of readiness of the Work (or specific parts thereof) for all required inspections and tests, and shall cooperate with inspection and testing personnel to facilitate required inspections and tests B Owner shall retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform all inspections and tests expressly required by the Contract Documents to be furnished and paid for by Owner, except that costs incurred in connection with tests or inspections of covered Work will be governed by the provisions of Paragraph 14 05 C If Laws or Regulations of any public body havingjurisdiction require any Work (or part thereof) specifically to be inspected, tested, or approved by an employee or other representative of 202507/39 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 EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 56 of 70 D Contractor shall be responsible for arranging, obtaining, and paying for all inspections and tests required 1 by the Contract Documents, unless the Contract Documents expressly allocate responsibility for a specific inspection or test to Owner, 2 to attain Owner's and Engineer's acceptance of materials or equipment to be Incorporated in the Work, 3 by manufacturers of equipment furnished under the Contract Documents, 4 for testing, adjusting, and balancing of mechanical, electrical, and other equipment to be Incorporated Into the Work, and 5 for acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work Such inspections and tests will be performed by independent inspectors, testing laboratories, or other qualified individuals or entities acceptable to Owner and Engineer E If the Contract Documents require the Work (or part thereof) to be approved by Owner, Engineer, or another designated individual or entity, then Contractor shall assume full responsibility for arranging and obtaining such approvals F 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 Such uncovering will beat Contractor's expense unless Contractor had given Engineer timely notice of Contractor's intention to cover the same and Engineer had not acted with reasonable promptness in response to such notice 14 03 Defective Work A Contractor's Obligation It is Contractor's obligation to assure that the Work is not defective B Engineer's Authority Engineer has the authority to determine whether Work is defective, and to reject defective Work C Notice of Defects Prompt written notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor D Correction, or Removal and Replacement Promptly after receipt of written notice of defective Work, Contractor shall correct all such defective Work, whether or not fabricated, installed, or completed, or, if Engineer has rejected the defective Work, remove it from the Project and replace it with Work that is not defective E Preservation of Warranties When correcting defective Work, Contractor shall take no action that would void or otherwise impair Owner's special warranty and guarantee, if any, on said Work F Costs and Damages In addition to its correction, removal, and replacement obligations with respect to defective Work, Contractor shall pay all claims, costs, losses, and damages arising 202507139 out of or relating to defective Work, including but not limited to the cost of the inspection, testing, correction, removal, replacement, or reconstruction of such defective Work, fines levied against Owner by governmental authorities because the Work is defective, and the costs of repair or replacement of work of others resulting from defective Work Prior to final payment, if Owner and Contractor are unable to agree as to the measure of such claims, costs, EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 57 of 70 losses, and damages resulting from defective Work, then Owner may impose a reasonable set-off against payments due under Article 15 14 04 Acceptance of Defective Work A If, instead of requiring correction or removal and replacement of defective Work, Owner prefers to accept it, Owner may do so (subject, if such acceptance occurs prior to final payment, to Engineer's confirmation that such acceptance Is in general accord with the design intent and applicable engineering principles, and will not endanger public safety) Contractor shall pay all claims, costs, losses, and damages 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 If any such acceptance occurs prior to final payment, the necessary revisions in the Contract Documents with respect to the Work will be incorporated in a Change Order If the parties are unable to agree as to the decrease in the Contract Price, reflecting the diminished value of Work so accepted, then Owner may impose a reasonable set-off against payments due under Article 15 If the acceptance of defective Work occurs after final payment, Contractor shall pay an appropriate amount to Owner 14 05 Uncovering Work A Engineer has the authority to require additional inspection or testing of the Work, whether or not the Work is fabricated, installed, or completed B If any Work is covered contrary to the written request of Engineer, then Contractor shall, if requested by Engineer, uncover such Work for Engineer's observation, and then replace the covering, all at Contractor's expense C If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, then 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, and provide all necessary labor, material, and equipment If it is found that the uncovered Work is defective, Contractor shall be responsible for all claims, costs, losses, and damages 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 pending Contractor's full discharge of this responsibility the Owner shall be entitled to impose a reasonable set-off against payments due under Article 15 2 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, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction If the parties are unable to agree as to the amount or extent thereof, then Contractor may submit a Change Proposal within 30 days of the determination that the Work is not defective 202507139 1406 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, then Owner may order Contractor to stop the Work, EJCDC® C-700, Standard General Conditions of the Construction Contract Copyrightm 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 58 of 70 or any portion thereof, until the cause for such order has been eliminated, however, this right of Owner to stop the Work will 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 14 07 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 defective Work as required by Engineer, then Owner may, after 7 days' written notice to Contractor, correct or remedy any such deficiency B In exercising the rights and remedies under this Paragraph 14 07, 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, 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, f 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 incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 14 07 will be charged against Contractor as set -offs against payments due under Article 15 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 14 07 ARTICLE 15—PAYMENTS TO CONTRACTOR, SET -OFFS, COMPLETION, CORRECTION PERIOD 15 01 Progress Payments A Bass for Progress Payments The Schedule of Values established as provided in Article 2 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer Progress payments for Unit Price Work will be based on the number of units completed during the pay period, as determined under the provisions of Paragraph 13 03 Progress payments for cost -based Work will be based on Cost of the Work completed by Contractor during the pay period B Apphcations 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 202507139 documentation as is required by the Contract Documents 2 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 must also be accompanied by (a) a bill of sale, invoice, copies of subcontract or purchase order payments, or other documentation EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 59 of 70 establishing full payment by Contractor for the materials and equipment, (b) at Owner's request, documentation warranting that Owner has received the materials and equipment free and clear of all Liens, and (c) evidence that the materials and equipment are covered by appropriate property insurance, a warehouse bond, or other arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner 3 Beginning with the second Application for Payment, each Application must include an affidavit of Contractor stating that all previous progress payments received by Contractor have been applied to discharge Contractor's legitimate obligations associated with prior Applications for Payment 4 The amount of retainage with respect to progress payments will be as stipulated in the Agreement C Review of Apphcat►ons 1 Engineer will, within 10 days after receipt of each Application for Payment, including each resubmittal, 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 13 03, 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, or 202507139 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® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 60 of 70 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, b for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, c for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, d to make any examination to ascertain how or for what purposes Contractor has used the money paid by Owner, 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 15 01 C 2 6 Engineer will recommend reductions in payment (set -offs) necessary in Engineer's opinion to protect Owner from loss because a the Work is defective, requiring correction or replacement, b the Contract Price has been reduced by Change Orders, c Owner has been required to correct defective Work in accordance with Paragraph 14 07, or has accepted defective Work pursuant to Paragraph 14 04, d Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible, or e Engineer has actual knowledge of the occurrence of any of the events that would constitute a default by Contractor and therefore justify termination for cause under the Contract Documents D Payment Becomes Due 1 Ten days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended (subject to any Owner set -offs) will become due, and when due will be paid by Owner to Contractor E Reductions in Payment by Owner 1 In addition to any reductions in payment (set -offs) recommended by Engineer, Owner is entitled to impose a set-off against payment based on any of the following a Claims have been made against Owner based on Contractor's conduct in the performance or furnishing of the Work, or Owner has incurred costs, losses, or 202507139 damages resulting from Contractor's conduct in the performance or furnishing of the Work, including but not limited to claims, costs, losses, or damages from workplace injuries, adjacent property damage, non-compliance with Laws and Regulations, and patent infringement, EJCDC® C 700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 61 of 70 b Contractor has failed to take reasonable and customary measures to avoid damage, delay, disruption, and interference with other work at or adjacent to the Site, c Contractor has failed to provide and maintain required bonds or insurance, d Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible, e Owner has incurred extra charges or engineering costs related to submittal reviews, evaluations of proposed substitutes, tests and inspections, or return visits to manufacturing or assembly facilities, f The Work is defective, requiring correction or replacement, g Owner has been required to correct defective Work in accordance with Paragraph 14 07, or has accepted defective Work pursuant to Paragraph 14 04, h The Contract Price has been reduced by Change Orders, I An event has occurred that would constitute a default by Contractor and therefore justify a termination for cause, j Liquidated or other damages have accrued as a result of Contractor's failure to achieve Milestones, Substantial Completion, or final completion of the Work, k 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, or I Other items entitle Owner to a set-off against the amount recommended 2 If Owner imposes any set-off against payment, whether based on its own knowledge or on the written recommendations of Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and the specific amount of the reduction, 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, if Contractor remedies the reasons for such action The reduction imposed will be binding on Contractor unless it duly submits a Change Proposal contesting the reduction 3 Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld will be treated as an amount due as determined by Paragraph 15 01 D 1 and subject to interest as provided in the Agreement 15 02 Contractor's Warranty of Title A Contractor warrants and guarantees that title to all Work, materials, and equipment furnished under the Contract will pass to Owner free and clear of (1) all Liens and other title defects, and (2) all patent, licensing, copyright, or royalty obligations, no later than 7 days after the time of payment by Owner 202507139 15 03 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 and request that Engineer issue a certificate of Substantial Completion Contractor shall at the same time EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 62 of 70 submit to Owner and Engineer an initial draft of punch list items to be completed or corrected before final payment 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 preliminary certificate of Substantial Completion which will fix the date of Substantial Completion Engineer shall attach to the certificate a punch list of items to be completed or corrected before final payment Owner shall have 7 days after receipt of the preliminary certificate during which to make written objection to Engineer as to any provisions of the certificate or attached punch list If, after considering the objections to the provisions of the preliminary certificate, Engineer concludes that the Work is not substantially complete, Engineer will, within 14 days after submission of the preliminary certificate to Owner, notify Contractor in writingthat the Work is not substantially complete, stating the reasons therefor If Owner does not object to the provisions of the certificate, or if despite consideration of Owner's objections Engineer concludes that the Work is substantially complete, then Engineer will, within said 14 days, execute and deliver to Owner and Contractor a final certificate of Substantial Completion (with a revised punch list of items to be completed or corrected) reflecting such changes from the preliminary certificate as Engineer believes justified after consideration of any objections from Owner D At the time of receipt of the preliminary certificate of Substantial Completion, Owner and Contractor will confer regarding Owner's use or occupancy of the Work following Substantial Completion, review the builder's risk insurance policy with respect to the end of the builder's risk coverage, and confirm the transition to coverage of the Work under a permanent property insurance policy held by Owner Unless Owner and Contractor agree otherwise in writing, Owner shall bear responsibility for security, operation, protection of the Work, property insurance, maintenance, heat, and utilities upon Owner's use or occupancy of the Work E After Substantial Completion the Contractor shall promptly begin work on the punch list of items to be completed or corrected prior to final payment In appropriate cases Contractor may submit monthly Applications for Payment for completed punch list items, following the progress payment procedures set forth above F 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 punch list 15 04 Partial Use or Occupancy 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 202507139 usable part of the Work that can be used by Owner for its intended purpose without EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 63 of 70 significant interference with Contractor's performance of the remainder of the Work, subject to the following conditions 1 At any time, Owner may request in writing that Contractor permit Owner to use or occupy any such part of the Work that Owner believes to be 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 15 03 A through 15 03 E for that part of the Work 2 At any time, Contractor may notify Owner and Engineer in writing that Contractor considers any such part of the Work 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 15 03 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 6 04 regarding builder's risk or other property insurance 15 05 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, or agreed portion thereof, is incomplete or defective Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies 15 06 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, annotated record documents (as provided in Paragraph 7 12), and other documents, Contractor may make application for final payment 2 The final Application for Payment must be accompanied (except as previously delivered) by a all documentation called for in the Contract Documents, 202507139 b consent of the surety, if any, to final payment, c satisfactory evidence that all title issues have been resolved such that title to all Work, materials, and equipment has passed to Owner free and clear of any Liens or other title defects, or will so pass upon final payment EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 64 of 70 d a list of all duly pending Change Proposals and Claims, and e complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of the Work, and of Liens filed in connection with the Work In lieu of the releases orwaivers of Liens specified in Paragraph 15 06 A 2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that (a) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed, and (b) 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, or Owner at its option may issue joint checks payable to Contractor and specified Subcontractors and Suppliers B Engineer's Review of Final Application and Recommendation of Payment 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 have been fulfilled, Engineer will, within 10 days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of final payment and present the final Application for Payment to Owner for payment Such recommendation will account for any set -offs against payment that are necessary in Engineer's opinion to protect Owner from loss for the reasons stated above with respect to progress payments 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 Notice of Acceptability In support of its recommendation of payment of the final Application for Payment, Engineer will also give written notice to Owner and Contractor that the Work is acceptable, subject to stated limitations in the notice and to the provisions of Paragraph 15 07 D Completion of Work The Work is complete (subject to surviving obligations) when it is ready for final payment as established by the Engineer's written recommendation of final payment and issuance of notice of the acceptability of the Work Final Payment Becomes Due Upon receipt from Engineer of the final Application for Payment and accompanying documentation, Owner shall set off against the amount recommended by Engineer for final payment any further sum to which Owner is entitled, including but not limited to set -offs for liquidated damages and set -offs allowed under the provisions of this Contract with respect to progress payments Owner shall pay the resulting balance due to Contractor within 30 days of Owner's receipt of the final Application for Payment from Engineer 202507139 15 07 Waiver of Claims A By making final payment, Owner waives its claim or right to liquidated damages or other damages for late completion by Contractor, except as set forth in an outstanding Claim, EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Cord Engineers All rights reserved Page 65 of 70 appeal under the provisions of Article 17, set-off, or express reservation of rights by Owner Owner reserves all other claims or rights after final payment The acceptance of final payment by Contractor will constitute a waiver by Contractor of all claims and rights against Owner other than those pending matters that have been duly submitted as a Claim, or appealed under the provisions of Article 17 15 08 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 Supplementary Conditions or the terms of any applicable special guarantee required by the Contract Documents), Owner gives Contractor written notice that any Work has been found to be defective, or that Contractor's repair of any damages to the Site or adjacent areas has been found to be defective, then after receipt of such notice of defect Contractor shall promptly, without cost to Owner and in accordance with Owner's written instructions 1 correct the defective repairs to the Site or such adjacent areas, 2 correct such defective Work, 3 remove the defective Work from the Project and replace it with Work that is not defective, if the defective Work has been rejected by Owner, and 4 satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others, or to other land or areas resulting from the corrective measures B Owner shall give any such notice of defect within 60 days of the discovery that such Work or repairs is defective If such notice is given within such 60 days but after the end of the correction period, the notice will be deemed a notice of defective Work under Paragraph 7 17 B C If, after receipt of a notice of defect within 60 days and within the correction period, 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 Contractor shall pay all 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) Contractor's failure to pay such costs, losses, and damages within 10 days of invoice from Owner will be deemed the start of an event giving rise to a Claim under Paragraph 12 01 B, such that any related Claim must be brought within 30 days of the failure to pay D In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications 202507139 E Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this paragraph, the correction period hereunder with respect to such Work will be extended for an additional period of one year after such correction or removal and replacement has been satisfactorily completed EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 66 of 70 F Contractor's obligations under this paragraph are in addition to all other obligations and warranties The provisions of this paragraph are not to be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose ARTICLE 16—SUSPENSION OF WORK AND TERMINATION 16 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 written notice to Contractor and Engineer Such notice will fix the date on which Work will be resumed Contractor shall resume the Work on the date so fixed Contractor shall be entitled to an adjustment in the Contract Price or an extension of the Contract Times directly attributable to any such suspension Any Change Proposal seeking such adjustments must be submitted no later than 30 days after the date fixed for resumption of Work 1602 Owner May Terminate for Cause A The occurrence of any one or more of the following events will constitute a default by Contractor and 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), 2 Failure of Contractor to perform or otherwise to comply with a material term of the Contract Documents, 3 Contractor's disregard of Laws or Regulations of any public body having jurisdiction, or 4 Contractor's repeated disregard of the authority of Owner or Engineer B If one or more of the events identified in Paragraph 16 02 A occurs, then after giving Contractor (and any surety) 10 days' written notice that Owner is considering a declaration that Contractor is in default and termination of the Contract, Owner may proceed to 1 declare Contractor to be in default, and give Contractor (and any surety) written notice that the Contract is terminated, and 2 enforce the rights available to Owner under any applicable performance bond C Subject to the terms and operation of any applicable performance bond, if Owner has terminated the Contract for cause, Owner may exclude Contractor from the Site, take possession of the Work, 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 complete the Work as Owner may deem expedient D Owner may not proceed with termination of the Contract under Paragraph 16 02 B if Contractor within 7 days of receipt of notice of intent to terminate begins to correct its failure to perform and proceeds diligently to cure such failure 202507139 E If Owner proceeds as provided in Paragraph 16 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 the cost to complete the Work, including all related claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 67 of 70 attorneys, and other professionals) sustained by Owner, such excess will be paid to Contractor If the cost to complete the Work including such related claims, costs, losses, and damages exceeds such unpaid balance, Contractor shall pay the difference to Owner Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order When exercising any rights or remedies under this paragraph, Owner shall not be required to obtain the lowest price for the Work performed F 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, or any rights or remedies of Owner against Contractor or any surety under any payment bond or performance bond Any retention or payment of money due Contractor by Owner will not release Contractor from liability G If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 6 01 A, the provisions of that bond will govern over any inconsistent provisions of Paragraphs 16 02 B and 16 02 D 1603 Owner May Terminate for Convenience A Upon 7 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, and 3 other reasonable expenses directly attributable to termination, including costs incurred to prepare a termination for convenience cost proposal B Contractor shall not be paid for any loss of anticipated profits or revenue, post -termination overhead costs, or other economic loss arising out of or resulting from such termination 16 04 Contractor May Stop Work or Terminate A if, through no act or fault of Contractor, (1) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (2) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (3) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon 7 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 16 03 202507139 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, 7 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 EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 68 of 70 provisions of this paragraph are not intended to preclude Contractor from submitting a Change Proposal 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 17—FINAL RESOLUTION OF DISPUTES 17 01 Methods and Procedures A Disputes Subject to Final Resolution The following disputed matters are subject to final resolution under the provisions of this article 1 A timely appeal of an approval in part and denial in part of a Claim, or of a denial in full, pursuant to Article 12, and 2 Disputes between Owner and Contractor concerning the Work, or obligations under the Contract Documents, that arise after final payment has been made B Final Resolution of Disputes For any dispute subject to resolution under this article, Owner or Contractor may 1 elect in writing to invoke the dispute resolution process provided for in the Supplementary Conditions, 2 agree with the other party to submit the dispute to another dispute resolution process, or 3 if no dispute resolution process is provided for in the Supplementary Conditions or mutually agreed to, give written notice to the other party of the intent to submit the dispute to a court of competent jurisdiction ARTICLE 18—MISCELLANEOUS 18 01 Giving Notice A Whenever any provision of the Contract requires the giving of written notice to Owner, Engineer, or Contractor, it will be deemed to have been validly given only if delivered 1 in person, by a commercial courier service or otherwise, to the recipient's place of business, 2 by registered or certified mail, postage prepaid, to the recipient's place of business, or 3 by e-mail to the recipient, with the words "Formal Notice" or similar in the e-mail's subject line 18 02 Computation of Times A When any period of time is referred to in the Contract 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, 202507139 such day will be omitted from the computation EJCDC® C-700, Standard General Conditions of the Construction Contract Copyright® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 69 of 70 18 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 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 18 04 Limitation of Damages A With respect to any and all Change Proposals, Claims, disputes subject to final resolution, and other matters at issue, neither Owner nor Engineer, nor any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors, shall be liable to Contractor for any claims, costs, losses, or damages sustained by Contractor on or in connection with any other project or anticipated project 18 05 No Waver A A party's non -enforcement of any provision will not constitute a waiver of that provision, nor will it affect the enforceability of that provision or of the remainder of this Contract 18 06 Survival of Obligations A All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract, as well as all continuing obligations indicated in the Contract, will survive final payment, completion, and acceptance of the Work or termination of the Contract or of the services of Contractor 18 07 Controlling Law A This Contract is to be governed by the law of the state In which the Project is located 18 08 Assignment of Contract A Unless expressly agreed to elsewhere in the Contract, no assignment by a party to this Contract of any rights under or interests in the Contract will be binding on the other party without the written consent of the party sought to be bound, and, specifically but without limitation, money that may become due and money that is 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 1809 Successors and Assigns A Owner and Contractor each binds itself, its successors, assigns, and legal representatives to the other party hereto, its successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents 202507139 1810 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® 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Page 70 of 70 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS OF THE CONSTRUCTION CONTRACT These Supplementary Conditions amend or supplement EJCDCO C-700, Standard General Conditions of the Construction Contract (2018) The General Conditions remain in full force and effect except as amended 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 —for example, "Paragraph SC-4 05 " ARTICLE 1—DEFINITIONS AND TERMINOLOGY SCA 01 A 8 Change Order Delete paragraph 1 01 A 8 in its entirety and insert the following in its place 8 Change Order — A document signed by Owner (including all applicable Proposed Contract Modifications (PCM's) and corresponding Proposal Requests, all of which are integral parts of a Change Order) which authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or Contract Times, issued on or after the Effective Date of the Agreement SCA 01 A 33 Resident Project Representative Delete paragraph 1 01 A 33 in its entirety and insert the following in its place 33 Resident Proyect Representative — The authorized representative of Engineer or Owner who may be assigned to the Site or any part thereof As used herein, the term Resident Project Representative (RPR) includes any assistants or field staff of Resident Project Representative SCA 01 A 51 Proposed Contract Modification (PCM) Add the following new paragraph immediately after paragraph 1 01 A 50 51 Proposed Contract Modification (PCM) — A document initiated by Owner, Engineer or Contractor and signed by Owner, Engineer and/or Contractor, which describes a proposed addition, delet[on, or revision to the Work or an adjustment to the Contract Price or the Contract Times, and which may become an integral part of a Work Change Directive or Change Order SCA 01 A 52 Request for Information (RFI) Add the following new paragraphs immediately after paragraph 1 01 A 51 202507/39 52 Request for Information (RFI) — A document initiated by Contractor and submitted to Engineer, seeking clarification or interpretation of conflicts, errors, discrepancies, or ambiguities in the Contract Documents RFI must be presented in writing, on the approved form An oral RFI or an RFI presented on an unapproved form will not be accepted Any project delay caused by Engineer's refusal to accept an oral RFI or an RFI presented on an unapproved form will be attributed solely to the Contractor EICDC® C-800, Supplementary Conditions of the Construction Contract Copynght° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 1 of 20 SC-1 02 B Intent of Certain Terms or Adjectives Add the following two sentences to the end of paragraph 1 02 B Command type language is used in the Contract Documents This command language refers to and is directed to Contractor ARTICLE 2—PRELIMINARY MATTERS SC-2 01 Evidence of Contractor's Insurance Add the following language at the end of the last sentence of paragraph 2 01 B Additional insured are as follows • Town of Eagle • SEH Inc SC-2 02 Copies of Documents Add the following to the end of paragraph 2 02 A It is Contractors responsibility to deliver one such copy to the surety SC-2 03 Before Starting Construction Add the following to the end of paragraph 2 03 A 3 a Include general condition costs, overhead, and profit in the total dollar value for each component part Do not include general condition costs, overhead, or profit as separate items Mobilization and Bond premiums may be shown as a separate item b Break down each lump -sum bid item into component parts of work for which progress payments may be requested The total costs for the component parts of work shall equal the bid amount for that lump -sum item The Owner may request data to verify accuracy of dollar values c Do not break down unit price bid items unless unit is shown as lump sum Use only the bid amount for unit price items ARTICLE 3—CONTRACT DOCUMENTS INTENT, REQUIREMENTS, REUSE SC-3 03 A Reporting Discrepancies Add the following to the end of paragraph 3 03 A 3 "or should have known " SC-3 03 B Resolving Discrepancies Add the following new paragraphs immediately following paragraph 3 03 B 1 b as follows 2 In case of differences between the different parts of the Contract Documents, 202507/39 greater quantity or better quality shall govern The Contractor shall not take advantage of any errors, discrepancies or omissions, which may exist in the plans and specifications, but shall immediately call them to the attention of the Engineer whose interpretation or correction thereof shall be conclusive 3 Sections of Division 1 - General Requirements govern the execution of all EICDC® C-800, Supplementary Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 2 of 20 sections of the Specifications 4 Requirements in detail drawings apply to all Work SC-3 04 Requirements of Contract Documents Add the following new paragraphs after paragraph 3 04 C D The use of an RFI is limited to clarification or interpretation of the requirements of the Contract Documents Contractor will limit each RFI to a single issue Information which is discernable from the Contract Documents, construction means and methods, and construction site safety will not be addressed by the Engineer in responding to an RFI 1 Engineer's review of or response to an RFI shall not constitute an approval, direction or procedure related to the construction means, methods, techniques, sequences or procedures of Contractor 2 Engineer's review of or response to an RFI shall not constitute an approval, direction or procedure related to the construction site safety precautions, procedures or methodology of Contractor ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK SC-4 01 Commencement of Contract Times, Notice to Proceed Delete paragraph 4 01 A in its entirety and insert the following in its place A The Contract Times will commence to run on the date of the Notice to Proceed, which shall be no later than the sixtieth day (60th) after the Effective Date of the Agreement and no later than one hundred fifteen (115) days after the day of the Bid opening SC-4 03 Reference Points Insert the following into the first sentence of 4 03 A after the word "provide" ", if available," SC-4 05 Delays in Contractor's Progress Amend Paragraph 4 05 C by adding the following subparagraphs 5 Weather -Related Delays If "abnormal weather conditions" as set forth in Paragraph 4 05 C 2 of the General Conditions are the basis for a request for an equitable adjustment in the Contract Times, such request must be documented by data substantiating each of the following 1) that weather conditions were abnormal for the period of time in which the delay occurred, 2) that such weather conditions could not have been reasonably anticipated, and 3) that such weather conditions had an adverse effect on the Work as scheduled b The existence of abnormal weather conditions will be determined on a 202507139 month -by- month basis in accordance with the following 1) Every workday on which one or more of the following conditions exist will be considered a "bad weather day" EJCDC® C-800, Supplementary Conditions of the Construction Contract Copyright° 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 3 of 20 202507139 2) Total precipitation (as rain equivalent) occurring between 7 00 p m on the preceding day (regardless of whether such preceding day is a workday) through 7 00 p m on the workday in question equals or exceeds 0 25 inch of precipitation (as rain equivalent, based on the snow/rain conversion indicated in the table entitled Foreseeable Bad Weather Days, such table is hereby incorporated in this SC-4 05 C by reference 3) Ambient outdoor air temperature at 11 00 a m is equal to or less than the following low temperature threshold 15 0 degrees Fahrenheit, or, at 3 00 p m the ambient outdoor temperature is equal to or greater than the following high temperature threshold 100 0 degrees Fahrenheit c Determination of actual bad weather days during performance of the Work will be based on the weather records measured and recorded by the National Weather Service for Eagle, Colorado, Call Sign KEGE d Contractor shall anticipate the number of foreseeable bad weather days per month indicated in the table in Table 1—Foreseeable Bad Weather Days e In each month, every bad weather day exceeding the number of foreseeable bad weather days established in the table in Table 1— Foreseeable Bad Weather Days will be considered as "abnormal weather conditions " The existence of abnormal weather conditions will not relieve Contractor of the obligation to demonstrate and document that delays caused by abnormal weather are specific to the planned work activities or that such activities thus delayed were on Contractor's then -current Progress Schedule's critical path for the Project TABLE 1 - Foreseeable Bad Weather Days Month Number of Foreseeable Bad Weather Days in Month Based on Precipitation as Rain Equivalent inches Ambient Outdoor Air Temperature (degrees F) Number of Foreseeable Bad Weather Days in Month Based on Low Temperature (at 11 00 am) Number of Foreseeable Bad Weather Days in Month Based on High Temperature (at 3 00 p m January 0 6 0 February 1 6 0 March 0 1 0 April 0 0 0 May 0 0 0 June 0 0 0 July 1 0 0 August 0 0 0 September 0 0 0 October 2 0 0 November 0 1 0 December 1 1 0 EJCDC® C-800, Supplementary Conditions of the Construction Contract Copynght© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 4 of 20 ARTICLE 5—SITE, SUBSURFACE AND PHYSICAL CONDITIONS, HAZARDOUS ENVIRC SC-5 01 Availability of Lands Delete paragraph 5 01 B in its entirety and insert the following B Not used SC-5 03 Subsurface and Physical Conditions Add the following new paragraphs immediately after Paragraph 5 03 D E The following table lists the reports of explorations and tests of subsurface conditions at or adjacent to the Site that contain Technical Data, and specifically identifies the Technical Data in the report upon which Contractor may rely Report Title Date of Report Technical Data None N/A N/A F The following table lists the drawings of existing physical conditions at or adjacent to the Site, including those drawings depicting existing surface or subsurface structures at or adjacent to the Site (except Underground Facilities), that contain Technical Data, and specifically identifies the Technical Data upon which Contractor may rely Drawings Title Date of Drawings =Technical Data None N/A N/A G Contractor may examine copies of reports and drawings identified in SC-5 03 E and SC-5 03 F that were not included with the Bidding Documents at the Town of Eagle's office during regular business hours, or may request copies from Engineer SC-5 04 Differing Subsurface or Physical Conditions Add the following new paragraph immediately after Paragraph 5 04 E 4 5 Execution of the Contract Documents by the Contractor shall constitute a representation that the Contractor has visited the site and has become generally familiar with the local conditions under which the Work is to be performed ARTICLE 6—BONDS AND INSURANCE 202507139 SC-6 01 Performance, Payment, and Other Bonds Add the following paragraphs immediately after Paragraph 6 01 A 1 Required Performance Bond Form The performance bond that EJCDC® C-800, Supplementary Conditions of the Construction Contract Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 5 of 20 202507139 Contractor furnishes will be in the form of EJCDCO C-610, Performance Bond (2010, 2013, or 2018 edition) 2 Required Payment Bond Form The payment bond that Contractor furnishes will be in the form of EJCDCO C-615, Payment Bond (2010, 2013, or 2018 edition) 3 Any bond provided shall meet the requirements of Colorado Revised Statutes 38-26-105 and 38-26-106 4 Bonds shall be furnished within ten (10) days of Notice of Award SC-6 03 5 Additional Insureds Add the following new paragraph immediately after Paragraph 6 03 C 5 6 Include as additional insureds, on a primary and non-contributory basis, the additional insureds as listed in SC-2 01 B SC-6 03 Contractor's Insurance Supplement Paragraph 6 03 with the following provisions after Paragraph 6 03 C D Other Additional Insureds As a supplement to the provisions of Paragraph 6 03 C of the General Conditions, the commercial general liability, automobile liability, umbrella or excess, pollution liability, and unmanned aerial vehicle liability policies must include as additional insureds (in addition to Owner and Engineer) the following None E Workers' Compensation and Employer's Liability Contractor shall purchase and maintain workers' compensation and employer's liability insurance, including, as applicable, United States Longshoreman and Harbor Workers' Compensation Act, Jones Act, stop -gap employer's liability coverage for monopolistic states, and foreign voluntary workers' compensation (from available sources, notwithstanding the jurisdictional requirement of Paragraph 6 02 B of the General Conditions) Workers' Compensation and Related Policies Policy limits of not less than Workers' Compensation State Statutory Applicable Federal (e g , Longshoreman's) Statutory Foreign voluntary workers' compensation (employer's responsibility coverage), if applicable Statutory Jones Act (if applicable) Bodily injury by accident —each accident $1,000,000 Bodily injury by disease —aggregate $1,000,000 Employer's Liability Each Occurrence $1,000,000 Policy limit Statutory Stop -gap Liability Coverage EJCDCO C-800, Supplementary Conditions of the Construction Contract Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 6 of 20 For work performed in monopolistic states, stop -gap liability Statutory coverage must be endorsed to either the worker's compensation or commercial general liability policy with a minimum limit of F Commercial General Liability —Claims Covered Contractor shall purchase and maintain commercial general Lability insurance, covering all operations by or on behalf of Contractor, on an occurrence basis, against claims for 1 damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees, 2 damages insured by reasonably available personal injury liability coverage, and 3 damages because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom G Commercial General Liability --Form and Content Contractor's commercial liability policy must be written on a 1996 (or later) Insurance Services Organization, Inc (ISO) commercial general liability form (occurrence form) and include the following coverages and endorsements Products and completed operations coverage a Such insurance must be maintained for three years after final payment b Contractor shall furnish Owner and each other additional insured (as identified in the Supplementary Conditions or elsewhere in the Contract) evidence of continuation of such insurance at final payment and three years thereafter 2 Blanket contractual liability coverage, including but not limited to coverage of Contractor's contractual indemnity obligations in Paragraph 7 18 3 Severability of interests and no insured -versus -insured or cross -liability exclusions Underground, explosion, and collapse coverage Personal injury coverage 6 Additional insured endorsements that include both ongoing operations and products and completed operations coverage through ISO Endorsements CG 20 10 10 01 and CG 20 37 10 01 (together) If Contractor demonstrates to Owner that the specified ISO endorsements are not commercially available, then Contractor may satisfy this requirement by providing 202507139 equivalent endorsements 7 For design professional additional insureds, ISO Endorsement CG 20 32 07 04 "Additional Insured —Engineers, Architects or EJCDC® C-800, Supplementary Conditions of the Construction Contract Copyrght� 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 7 of 20 202507139 Surveyors Not Engaged by the Named Insured" or its equivalent H Commercial General Liability —Excluded Content The commercial general liability insurance policy, including its coverages, endorsements, and incorporated provisions, must not include any of the following Any modification of the standard definition of "insured contract" (except to delete the railroad protective liability exclusion if Contractor is required to indemnify a railroad or others with respect to Work within 50 feet of railroad property) 2 Any exclusion for water intrusion or water damage 3 Any provisions resulting in the erosion of insurance limits by defense costs other than those already incorporated in ISO form CG 00 01 4 Any exclusion of coverage relating to earth subsidence or movement 5 Any exclusion for the insured's vicarious liability, strict liability, or statutory liability (other than worker's compensation) 6 Any limitation or exclusion based on the nature of Contractor's work 7 Any professional liability exclusion broader in effect than the most recent edition of ISO form CG 22 79 I Commercial General Liability —Minimum Policy Limits Commercial General Liability — Per Project Policy limits of not less than General Aggregate $2,000,000 Products —Completed Operations Aggregate $1,000,000 Personal and Advertising Injury $1,000,000 Bodily Injury and Property Damage —Each Occurrence $1,000,000 J Automobile Liability Contractor shall purchase and maintain automobile liability insurance 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 The automobile liability policy must be written on an occurrence basis Automobile Liability Policy limits of not less than Bodily Injury Each Accident $1,000,000 Property Damage Each Accident $1,000,000 EJCDC® C-800, Supplementary Conditions of the Construction Contract Copynght© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 8 of 20 Combined Single Limit Combined Single Limit (Bodily Injury and Property Damage) $1,000,000 K Umbrella or Excess Liability Contractor shall purchase and maintain umbrella or excess liability insurance written over the underlying employer's liability, commercial general liability, and automobile liability insurance described in the Paragraphs above The coverage afforded must be at least as broad as that of each and every one of the underlying policies Excess or Umbrella Liability Policy limits of not less than Each Occurrence $1,000,000 General Aggregate $2,000,000 L Using Umbrella or Excess Liability Insurance to Meet CGL and Other Policy Limit Requirements Contractor may meet the policy limits specified for employer's liability, commercial general liability, and automobile liability through the primary policies alone, or through combinations of the primary insurance policy's policy limits and partial attribution of the policy limits of an umbrella or excess liability policy that is at least as broad in coverage as that of the underlying policy, as specified herein If such umbrella or excess liability policy was required under this Contract, at a specified minimum policy limit, such umbrella or excess policy must retain a minimum limit of $1,000,000 after accounting for partial attribution of its limits to underlying policies, as allowed above M Contractor's Pollution Liability Insurance Contractor shall purchase and maintain a policy covering third -party injury and property damage, including cleanup costs, as a result of pollution conditions arising from Contractor's operations and completed operations This insurance must be maintained for no less than three years after final completion Contractor's Pollution Liability Policy limits of not less than Each Occurrence/Claim $2,000,000 General Aggregate $2,000,000 N Contractor's Professional Liability Insurance If Contractor will provide or furnish professional services under this Contract, through a delegation of professional design services or otherwise, then Contractor shall be responsible for purchasing and maintaining applicable professional liability insurance This insurance must cover negligent acts, errors, or omissions in the performance of professional design or related services by the insured or others for whom the insured is legally liable The insurance must be 202507139 maintained throughout the duration of the Contract and for a minimum of two years after Substantial Completion The retroactive date on the policy must pre -date the commencement of furnishing EJCDC® C-800, Supplementary Conditions of the Construction Contract Copynght© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 9 of 20 services on the Project Contractor's Professional Liability Policy limits of not less than Each Claim $1,000,000 Annual Aggregate $2,000,000 O Unmanned Aerial Vehicle Lability Insurance If Contractor uses unmanned aerial vehicles (UAV—commonly referred to as drones) at the Site or in support of any aspect of the Work, Contractor shall obtain UAV liability insurance in the amounts stated, name Owner, Engineer, and all individuals and entities identified in the Supplementary Conditions as additional insureds, and provide a certificate to Owner confirming Contractor's compliance with this requirement Such insurance will provide coverage for property damage, bodily injury or death, and invasion of privacy Unmanned Aerial Vehicle Liability Insurance Policy limits of not less than Each Claim $1,000,000 General Aggregate $1,000,000 SC-6 04 Builder's Risk and Other Property Insurance Supplement Paragraph 6 04 of the General Conditions with the following provisions F Builder's Risk Requirements The builder's risk insurance must 1 be written on a builder's risk "all risk" policy form that at a minimum includes insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment stored and in transit, and must not exclude the coverage of the following risks fire, windstorm, hail, flood, earthquake, volcanic activity, and other earth movement, lightning, riot, civil commotion, terrorism, vehicle impact, aircraft, smoke, theft, vandalism and malicious mischief, mechanical breakdown, boiler explosion, and artificially generated electric current, collapse, explosion, debris removal, demolition occasioned by enforcement of Laws and Regulations, and water damage (other than that caused by flood) a Such policy will include an exception that results in coverage for ensuing losses from physical damage or loss with respect to any defective workmanship, methods, design, or materials exclusions b If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current, earthquake, volcanic activity, and other earth movement, or flood, are not commercially available under builder's risk policies, by 202507139 endorsement or otherwise, such insurance will be provided through other insurance policies acceptable to Owner and Contractor EJCDC® C-800, Supplementary Conditions of the Construction Contract Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 10 of 20 2 cover, as insured property, at least the following (a) the Work and all materials, supplies, machinery, apparatus, equipment, fixtures, and other property of a similar nature that are to be incorporated into or used in the preparation, fabrication, construction, erection, or completion of the Work, including Owner -furnished or assigned property, (b) spare parts inventory required within the scope of the Contract, and (c) temporary works which are not intended to form part of the permanent constructed Work but which are intended to provide working access to the Site, or to the Work under construction, or which are intended to provide temporary support for the Work under construction, including scaffolding, form work, fences, shoring, falsework, and temporary structures 3 cover expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of contractors, engineers, and architects) 4 extend to cover damage or loss to insured property while in temporary storage at the Site or in a storage location outside the Site (but not including property stored at the premises of a manufacturer or Supplier) 5 extend to cover damage or loss to insured property while in transit 6 allow for the waiver of the insurer's subrogation rights, as set forth in this Contract 7 allow for partial occupancy or use by Owner by endorsement, and without cancellation or lapse of coverage 8 include performance/hot testing and start-up, if applicable 9 be maintained in effect until the Work is complete, as set forth in Paragraph 15 06 D of the General Conditions, or until written confirmation of Owner's procurement of property insurance following Substantial Completion, whichever occurs first 10 include as named insureds the Owner, Contractor, Subcontractors (of every tier), and any other individuals or entities required by this Contract to be insured under such builder's risk policy For purposes of Paragraphs 6 04, 6 05, and 6 06 of the General Conditions, and this and all other corresponding Supplementary Conditions, the parties required to be insured will be referred to collectively as "insureds " 11 include, in addition to the Contract Price amount, the value of the following equipment and materials to be installed by the Contractor but furnished by the Owner or third parties a None G Builder's Risk and Other Property Insurance Deductibles The purchaser of any required builder's risk, installation floater, or other 202507139 property insurance will be responsible for costs not covered because of the application of a policy deductible EICDC® C-800, Supplementary Conditions of the Construction Contract Copynght© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 11 of 20 ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES SC-7 03 Labor, Working Hours Add the following new subparagraphs immediately after Paragraph 7 03 C 1 Regular working hours consist of 8 working hours within a 9-hour period between 7 00 am and 600 p m , excluding Saturdays, Sundays, and holidays Overtime work is work in excess of 8 hours per day or 40 hours per week or work not within the times specified for regular working hours 2 The Owner acknowledges that some overtime observation will be necessary to keep the project on schedule The Owner will provide 200 man hours of overtime observation at no cost to the Contractor The Contractor shall reimburse the Owner for all overtime observation in excess of 200 man hours Contractor is encouraged to schedule his work to reduce overtime observation 3 Owner's legal holidays are Federal and State holidays consisting of New Year's Day, Presidents Day, Memorial Day, Juneteenth, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day and Friday following Thanksgiving Day, Christmas Day SC-7 05 "Or -Equals" Add the following to the end of paragraph 7 05 A Engineer will review "Or -Equals" submittals only within twenty-one (21) days after Notice -to Proceed SC-7 06 Substitutes Add the following to the end of paragraph 7 06 A Engineer will review Substitutes submittals only within twenty-one (21) days after Notice -to- Proceed SC-7 07 Concerning Subcontractors and Suppliers Add the following new paragraphs following paragraph 7 07 M N 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 202507139 may otherwise be required by Laws and Regulations SC-7 09 Permits Add the following to the end of paragraph 7 09 A EJCDC@ C-800, Supplementary Conditions of the Construction Contract Copynght© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 12 of 20 I All Contractors and their subcontractors shall obtain and pay for an Eagle County contractor license 2 Contractor shall obtain all Eagle County required budding, construction and right of way cut permits There will be no charge for these permits for this project 3 Contractor shall obtain and pay for the following permits a All other applicable permits b Refer to 01 11 00 for additional information SC-7 10 Taxes Delete paragraph 7 10 A in its entirety and insert the following in its place A All taxes which are lawfully assessed against Owner or Contractor in connection with the Work shall be paid by Contractor Pursuant to Colorado Revised Statutes 39-26-114 as amended, all sales of construction and building materials for this project are exempt from State sales and use tax, local sales tax if administered by the State of Colorado, and RTD sales tax Such sales and use taxes shall not be included in the Bid Contractor shall be responsible for obtaining certificates of exemption from the Colorado State Department of Revenue All local use taxes which are lawfully assessed against Owner or Contractor in connection with the Work will be paid by Contractor Owner's exemption does not apply to construction tools, machinery, equipment, or other property purchased by or leased by Contractor, or to supplies or materials not incorporated into the Work SC-7 11 Laws and Regulations Add the following to the end of paragraph 7 11 B If Contractor observes that the Specifications or Drawings are at variance with any Laws or Regulations, they shall give Engineer prompt written notice thereof SC-7 18 Indemnification Delete the word "negligent" from paragraph 7 18 A SC-7 18 Indemnification Add the following paragraph at the end of paragraph 7 18 A In addition to those losses set forth in the paragraph above, Contractor shall defend, indemnify and hold harmless Owner, Engineer and Engineer's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses, damages, suits, expenses, liabilities, fines, penalties and sanctions of every kind, including but not limited to reasonable attorneys fees, expert witness fees, court costs, engineering and consultants fees and investigation expenses, caused by, arising out of or resulting from an act or omission of the Contractor, any Subcontractor, any Supplier, and person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable and where such loss arises under any currently existing (or subsequently enacted or created) (1) federal, state or local law or regulation relating to the environment, health or safety, 202507139 (11) regulation, permit, order, decree, binding agreement or other binding obligation relating to the administration of such federal, state and local laws, or Chi) common-law requirements that relate to the environment, health or safety EJCDC® C-800, Supplementary Conditions of the Construction Contract Copynght© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 13 of 20 The Owner shall select counsel of its own choosing for its investigation and defense under this paragraph 7 20 Work by Illegal Aliens Add the following new paragraphs immediately after paragraph 7 19 G 720 Work by Illegal Aliens A Contractor hereby certifies that it does not knowingly employ or contract with an illegal alien and that Contractor has participated or attempted to participate in the basic pilot employment verification programs as defined in C R S Title 8-17 5-101(1) ("Program") in order to verify that it does not employ illegal aliens B Contractor shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or enter into a contract with a subcontractor that fails to certify to Contractor that the subcontractor shall not knowingly employ or contract with an illegal alien to perform work under this agreement C Contractor hereby certifies that it has verified or attempted to verify through participation in the Program that Contractor does not employ any illegal alien and, if Contractor is not accepted into the Program prior to entering into this Agreement, that Contractor shall apply to participate in the Program every three (3) months until Contractor is accepted or this Agreement has been completed, whichever is earlier D Contractor is prohibited from using Program procedures to undertake pre -employment screening of job applicants while this Agreement is being performed E If Contractor obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Contractor shall be required to 1 Notify the subcontractor and the Owner within three (3) days that Contractor has actual knowledge that the subcontractor is employing or contracting with an illegal alien, and 2 Terminate the subcontract with the subcontractor if within three (3) days of receiving the notice required pursuant to this subparagraph the subcontractor does not stop employing or contracting with the illegal alien, except that Contractor shall not terminate the contract with the subcontractor if during such three (3) days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien F Contractor shall comply with any reasonable request by the Colorado Department of Labor and Employment ("Department') made in the course of an investigation that the Department is undertaking pursuant to the authority established in C R S Title 8, Article 17 5 202507/39 G If Contractor violates this paragraph, the Owner may terminate this Agreement for breach of contract If this Agreement is so terminated, Contractor shall be liable for actual and consequential EJCDC® C-800, Supplementary Conditions of the Construction Contract Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 14 of 20 damages to the Owner ARTICLE 8—OTHER WORK AT THE SITE SC-8 03 Legal Relationships Add the following new paragraph immediately after paragraph 8 03 C D If Contractor is delayed at any time in performing or furnishing the Work by any act or neglect of another contractor, and Owner and Contractor are unable to agree as to the extent of any adjustment in Contract Times attributable thereto, Contractor may make a Claim for an extension of times in accordance with Article 12 An extension of the Contract Times shall be Contractor's exclusive remedy with respect to Owner, Engineer, and construction coordinator for any delay, disruption, interference, or hindrance caused by any other contractor This paragraph does not prevent recovery from Owner, Engineer, or construction coordinator for activities that are their respective responsibilities ARTICLE 9—OWNER'S RESPONSIBILITIES SC-9 11 Evidence of Financial Arrangements Delete paragraph 9 11 A of the General Conditions in its entirety and insert the following in its place A Owner's financial obligations under the Contract are subject to annual budget and appropriations of Owner In accordance with Colorado Revised Statutes, Owner shall appropriate, prior to signing the Agreement, an amount for completion of the Work equal to or greater than the contract price indicated in Article 5 of the Agreement and shall not issue Change Orders or Written Amendments requiring additional compensable Work to be performed, which Work would cause the aggregate amount payable under the Contract Documents to exceed the amount appropriated for the original contract, unless Contractor is given written assurance by Owner that lawful appropriations to cover the cost of the additional work have been made or unless such work is covered under a remedy -granting provision in the Contract Documents ARTICLE 11—CHANGES TO THE CONTRACT SC-11 02 Change Orders Add new paragraphs immediately following paragraph 11 02 B as follows C In signing a Change Order, the Owner and Contractor acknowledge and agree that 1 the stipulated compensation (Contract Price or Contract Times, or both) set forth in the Change Order includes payment for (i) 202507/39 the Cost of the Work covered by the Change Order, (ii) Contractor's fee for overhead and profit, (iii) Interruption of progress schedules, (iv) delay and impact, including cumulative impact, on other Work under the Contract EJCDC® C-800, Supplementary Conditions of the Construction Contract Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 15 of 20 Documents, and (v) extended overheads, 2 the Change Order constitutes full mutual accord and satisfaction for the change to the Work, 3 no reservation of rights to pursue subsequent claims on the Change Order will be made by either party, and 4 no subsequent claim or amendment of the Contract Documents will arise out of or as a result of the Change Order SC-11 05 Owner -Authorized Changes in the Work Add new paragraphs immediately following paragraph 11 05 C as follows D Owner may, in anticipation of possibly ordering an addition, deletion or revision to the Work, request Contractor to prepare a proposal of cost and times to perform Owner's contemplated changes in the Work Contractor's written proposal shall be prepared on Owner's Proposed Contract Modification (PCM) form and shall be transmitted to the Engineer promptly, but not later than fourteen days after Contractor's receipt of Owner's written request and shall remain a firm offer for a period not less than forty-five days after receipt thereof by Engineer 1 Contractor is not authorized to proceed on an Owner contemplated change in the Work prior to Contractor's receipt of a Change Order (or Work Change Directive) incorporating such change into the Work 2 When signed by Contractor and Engineer, the Proposed Contract Modification (PCM) form becomes a formal, binding offer from Contractor to Owner and, if accepted by Owner, it becomes an integral part of a subsequent Change Order, and Contractor's signature thereon constitutes Contractor's signing of the Change Order as referred to in these Contract Documents 3 Owner's request for proposed contract modification or (n) Contractor's failure to submit such proposal within the required time period will not justify a claim for an adjustment in Contract Price or Contract Times (or Milestones) SCA 107 Change of Contract Price Add the following to paragraph 11 07 C 2 a 1 Contractor's fee shall not be applied to payroll taxes, social security contributions, or unemployment taxes Contractor's fee of fifteen percent shall not be applied to moveable equipment (i e , cranes, vehicles, furniture, lab equipment, etc ) purchased and supplied to the Owner under a change in the contract price or a construction allowance Contractor will be allowed a five percent fee in this case " ARTICLE 12—CLAIMS 202507139 No suggested Supplementary Conditions in this Article EJCDC® C-800, Supplementary Conditions of the Construction Contract Copynght© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 16 of 20 ARTICLE 13—COST OF WORK, ALLOWANCES, UNIT PRICE WORK SC-13 01 C Costs Excluded Change the first sentence of paragraph 13 01 C 5 to read 1 Costs due to negligence or wrongful intentional acts of Contractor, SC-13 03 Unit Price Work Delete Paragraph 13 03 E in its entirety and insert the following in its place E Adjustments in Unit Price 1 Contractor or Owner shall be entitled to an adjustment in the unit price with respect to an item of Unit Price Work if a the extended price of a particular item of Unit Price Work amounts to 10 percent or more of the Contract Price (based on estimated quantities at the time of Contract formation) and the variation in the quantity of that particular item of Unit Price Work actually furnished or performed by Contractor differs by more than 15 percent from the estimated quantity of such item indicated in the Agreement, and b Contractor's unit costs to perform the item of Unit Price Work have changed materially and significantly as a result of the quantity change 2 The adjustment in unit price will account for and be coordinated with any related changes in quantities of other items of Work, and in Contractor's costs to perform such other Work, such that the resulting overall change in Contract Price is equitable to Owner and Contractor 3 Adjusted unit prices will apply to all units of that item ARTICLE 14—TEST AND INSPECTIONS, CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK SCA4 02 Tests, Inspections and Approvals Delete Paragraph 14 02 A in its entirety and insert the following in its place A Contractor is responsible for the initial and subsequent Inspections of Contractor's Work to ensure that the Work conforms with the Contract Documents Contractor shall give Engineer timely notice of readiness of the Work for all non -Contractor required inspections, tests, or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests SCA4 02 Tests, Inspections and Approval Add the following to the end of Paragraphs 14 02 B Inspections, tests or approvals identified to be provided by Owner are listed in Section 01 45 10 202507139 ARTICLE 15—PAYMENTS TO CONTRACTOR, SET OFFS, COMPLETIONS, CORRECTION PERIOD EJCDC® C-800, Supplementary Conditions of the Construction Contract Copynght© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 17 of 20 202507/39 SCA5 01 Final Payment Add the following new Paragraph immediately after Paragraph 15 01 B 4 Submit an updated 3 week look -ahead schedule and an updated progress schedule for review with application for payment SC-15 03 Substantial Completion Add the following new subparagraph to Paragraph 15 03 B If some or all of the Work has been determined not to be at a point of Substantial Completion and will require re -inspection or re -testing by Engineer, the cost of such re- inspection or re -testing, including the cost of time, travel and living expenses, will be paid by Contractor to Owner If Contractor does not pay, or the parties are unable to agree as to the amount owed, then Owner may impose a reasonable set-off against payments due under this Article 15 SC-15 03 Substantial Completion Add a new Paragraph immediately following paragraph 15 03 F as follows G Substantial Completion will have been attained when all Work has been satisfactorily completed with the exception of minor, punch list, items, and closeout submittal and the new facilities are, in the opinion of ENGINEER, ready to be put into operation SC-15 06 Final Payment Add a new Paragraph immediately following paragraph 15 06 A 3 as follows 4 Owner will upon receipt of the final Application for Payment make payment of the balance due for that portion of the Work fully completed and accepted, subject to the provisions of Title 38, Article 26, C R S ARTICLE 16—SUSPENSION OF WORK AND TERMINATION SCA 6 02 Owner May Terminate for Cause Add new Paragraphs immediately following paragraph 16 02 A 4 as follows 5 If the Contractor should be adjudged a bankrupt, or if it should make a general assignment for the benefit of its creditors, or if a receiver should be appointed on account of its insolvency 6 If the Contractor should fail to make prompt payment to Subcontractors for material, labor or equipment rental 7 If Contractor abandons the Work, or sublets this Contract or any part thereof, without the previous written consent of Owner, or if the Contract or any claim thereunder shall be assigned by Contractor otherwise than as herein specified ARTICLE 17—FINAL RESOLUTIONS OF DISPUTES SCA7 02 Arbitration Add the following new paragraph immediately after Paragraph 17 01 EJCDC® C-800, Supplementary Conditions of the Construction Contract CopyrightQ 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 18 of 20 17 02 Arbitration A All matters subject to final resolution under this Article will be settled by arbitration administered by the American Arbitration Association in accordance with its Construction Industry Arbitration Rules (subject to the conditions and limitations of this Paragraph SC-17 02) Any controversy or claim in the amount of $100,000 or less will be settled in accordance with the American Arbitration Association's supplemental rules for Fixed Time and Cost Construction Arbitration This agreement to arbitrate will be specifically enforceable under the prevailing law of any court having jurisdiction B The demand for arbitration will be filed in writing with the other party to the Contract and with the selected arbitration administrator, and a copy will be sent to Engineer for information The demand for arbitration will be made within the specific time required in Article 17, or if no specified time is applicable within a reasonable time after the matter in question has arisen, and in no event will any such demand be made after the date when institution of legal or equitable proceedings based on such matter in question would be barred by the applicable statute of limitations C The arbitrator(s) must be licensed engineers, contractors, attorneys, or construction managers Hearings will take place pursuant to the standard procedures of the Construction Arbitration Rules that contemplate in -person hearings The arbitrators will have no authority to award punitive or other damages not measured by the prevailing party's actual damages, except as may be required by statute or the Contract Any award in an arbitration initiated under this clause will be limited to monetary damages and include no injunction or direction to any party other than the direction to pay a monetary amount D The Arbitrators will have the authority to allocate the costs of the arbitration process among the parties, but will only have the authority to allocate attorneys' fees if a specific Law or Regulation or this Contract permits them to do so E The award of the arbitrators must be accompanied by a reasoned written opinion and a concise breakdown of the award The written opinion will cite the Contract provisions deemed applicable and relied on in making the award F The parties agree that failure or refusal of a party to pay its required share of the deposits for arbitrator compensation or administrative charges will constitute a waiver by that party to present evidence or cross-examine witness In such event, the other party shall be required to present evidence and legal argument as the arbitrator(s) may require for the making of an award Such waiver will not allow for a default judgment against the non-paying party in the absence of evidence presented as provided for above 202507139 G No arbitration arising out of or relating to the Contract will include by consolidation, joinder, or in any other manner any other individual or entity (including Engineer, and Engineer's consultants and the EJCDC® C-800, Supplementary Conditions of the Construction Contract Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 19 of 20 officers, directors, partners, agents, employees or consultants of any of them) who is not a party to this Contract unless I the inclusion of such other individual or entity will allow complete relief to be afforded among those who are already parties to the arbitration, 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, 3 such other individual or entity is subject to arbitration under a contract with either Owner or Contractor, or consents to being joined in the arbitration, and 4 the consolidation or joinder is in compliance with the arbitration administrator's procedural rules H 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 Laws and Regulations relating to vacating or modifying an arbitral award I Except as may be required by Laws or Regulations, neither party nor an arbitrator may disclose the existence, content, or results of any arbitration hereunder without the prior written consent of both parties, with the exception of any disclosure required by Laws and Regulations or the Contract To the extent any disclosure is allowed pursuant to the exception, the disclosure must be strictly and narrowly limited to maintain confidentiality to the extent possible ARTICLE 18—MISCELLANEOUS SC-18 07 Controlling Law Add the following paragraph to the end of paragraph 18 07 A The provisions of the Contract, shall not be construed as a substitute for or a waiver of the provisions of the Colorado Governmental Immunity Act, part 1 of C R S Title 24, Article 10, expressly including, but not limited to, the notice requirements of C R S Title 24-10-109, and the limitation on judgments of C R S Title 24-10-114 SC-18 07 Controlling Law Add the following paragraph following paragraph 18 07 A B This Contract shall be governed by the laws of the State of Colorado and venue for any action shall be the District Court in and for the County of Eagle END OF SECTION 202507139 EICDC® C-800, Supplementary Conditions of the Construction Contract Copynght© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 73 00 - Page 20 of 20 This Page Left Blank Intentionally 202507139 FIELD ORDER NO Owner Owner's Project No Engineer Engineer's Project No Contractor Contractor's Project No Project Contract Name Date Issued Effective Date of Field Order Contractor is hereby directed to promptly perform the Work described in this Field Order, issued in accordance with Paragraph 11 04 of the General Conditions, for minor changes in the Work without changes in Contract Price or Contract Times If Contractor considers that a change in Contract Price or Contract Times is required submit a Change Proposal before proceeding with this Work Reference Specification Section(s) Drawing(s) / Details (s) Description Attachments Issued by Engineer By Title 202507139 Date EJCDC® C-942 Field Order Copyright°2018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 94 39 — Page 2 of 2 202507139 [THIS PAGE INTENTIONALLY LEFT BLANK] EJCDC® C-942 Field Order Copynght02018 National Society of Professional Engineers, American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 94 39 — Page 4 of 2 WORK CHANGE DIRECTIVE NO Owner Engineer Contractor Project Contract Name Date Issued Owners Project No Engineer's Project No Contractor's Project No Effective Date of Work Change Directive Contractor is directed to proceed promptly with the following change(s) Description Attachments Purpose for the Work Change Directive Directive to proceed promptly with the Work described herein, prior to agreeing to change in Contract Price and Contract Time, is issued due to ❑ Non -agreement on pricing of proposed change ❑ Necessity to proceed for schedule or other reasons Estimated Change in Contract Price and Contract Times (non -binding, preliminary) Contract Price $ Contract Tune days ] Basis of estimated change in Contract Price ❑ Lump Sum ❑ Unit Price ❑ Cost of the Work ❑ Other 0 202507139 Title Date Recommended by Engineer Authorized by Owner EJCDC® C-940, Work Change Directive Copyright°2018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 94 49 — Page 1 of 2 202507139 [THIS PAGE INTENTIONALLY LEFT BLANK] EJCDC® C-940 Work Change Directive Copynght°2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers All rights reserved Section 00 94 49 — Page 2 of 2 CHANGE ORDER NO Owner Engineer Contractor Project Contract Name Date Issued Owner's Project No Engineer's Project No Contractor's Project No Effective Date of Change Order The Contract is modified as follows upon execution of this Change Order Description Attachments Change m Contract Pnce Change m Contract Times Original Contract Price Original Contract Tames Substantial Completion Ready for final payment �_ from pre.aousl} appro,.ed Change Orders from previously approt ed Change Orders No Ito No_ No 1 to No Substantial Completion $ Ready for final payment C Contract Tunes prior to this Change 0-4 Substantial Completion $ Ready for final payment tlus Change Order Completion $ Ready for final payment C Contract Tunes v�, ith, all a r Substantial Completion $ Ready for final payment By - Title Date 202507/39 Recommended by Engineer (if required) Accepted by Contractor Authorized by Owner Approved by Funding Agency (if applicable) By Title Date EJCDC® C-941 Change Order EJCDC® C-941 Change Order Rev 1 Copyngh62018 National Society of Professional Engineers, Amencan Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 94 63 — Page 2 of 2 202507139 [THIS PAGE INTENTIONALLY LEFT BLANK] EJCDC® C-941 Change Order EJCDC® C-941, Change Order, Rev 1 CopynghP2018 National Society of Professional Engineers American Council of Engineering Companies and American Society of Civil Engineers All rights reserved Section 00 94 63 — Page 4 of 2 SECTION 01 1100 SUMMARY OF WORK PART 1 GENERAL 101 SUMMARY A Section Includes 1 Work Included in Contract Documents 2 Contract Information 3 Work Under Other Contracts 4 Future Work 5 Work Sequence 6 Contractor Use of Premises 7 Occupancy Requirements 8 Products Ordered in Advance 9 Owner Furnished Products 10 Work Restrictions 1 02 WORK INCLUDED IN CONTRACT DOCUMENTS A Description of the Project 1 Installation of 16-IN HDPE waterline 2 Installation of PRV Equipment In Existing Vault 3 Miscellaneous valves, hydrants, gates, etc 1 03 WORK UNDER OTHER CONTRACTS A Other Work at Site 1 Owner reserves the right to let other separate contracts for Work of the Project, or to pursue other Work at the Site with its own personnel 2 Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract 3 Coordinate the Work of this Contract with work performed under separate contracts B Work Not Included 1 Work not included is either marked "NIC," or "by others," on Drawings or is noted in each section of Specifications 2 Provide all labor and materials required unless so specifically noted or marked 3 Install Work indicated to be furnished by others or Owner unless specifically stipulated to be furnished and installed by others or Owner 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Summary of Work 011100 1 1 04 WORK SEQUENCE A Construct Work in stages to accommodate Owner's requirements during the construction period Coordinate construction schedule and operations with Owner 1 Stage 1 Existing waterline to remain in service during construction Outages are permitted with prior consent and coordination with Owner 2 Stage 2 Existing waterline to be capped at intervals as shown on plans to reduce/eliminate false alarms for leaking waterline B Owner will continue operation of the water distribution system during the full length of construction 1 05 CONTRACTOR USE OF PREMISES A Confine operations at Site to areas permitted under contract or as directed by Owner B Conform to site rules and regulations affecting Work while engaged in Project construction C Existing Structures 1 Keep existing driveways, structures, OR fields, and adjacent streets clear and available to public in accordance with Owner's or local authority's requirements 2 Maintain buildings in weathertight condition throughout the construction period 3 Repair damages caused to existing public and private property and structures due to operations of Contractor to the satisfaction of, and at no additional cost to Owner 4 Take complete field measurements affecting all existing construction, wiring, piping, and equipment in this Contract, and assume responsibility for proper fit between Work and existing structures and other equipment D Construction personnel may park only in areas designated by the Owner E Damaged Property 1 Patch and/or clean existing improvements and restore damage of property on, or adjacent to Site occasioned by this Work, including, but not limited to, lawns, walks, curbs, pavements, roadways, structures, and utilities which are cut or damaged by operations and are not designated for removal, relocation, or replacement in the course of construction 2 Public Property or Utilities Comply with laws, ordinances, rules, regulations, standards, orders of utility owner or any public authority having jurisdiction 3 Provide written acceptance of restoration work by authority or Owner 106 OCCUPANCY REQUIREMENTS A General Requirements 1 Cooperate with Owner to minimize conflict and to facilitate Owner's operations 2 Schedule the Work to accommodate this requirement 3 Coordinate activities which could cause interruption to Owner's activities 4 Provide not less than 72 hours notice to Owner of activities that will affect Owner's operations B Owner Occupation During Construction 1 Owner will occupy Site during the Work C Owner Occupancy of Completed Areas of Construction 202507139 1 Owner reserves the right to place and install equipment as necessary in completed areas of the facilities and to occupy such completed areas prior to Substantial Completion in accordance with the Supplementary Conditions Such use shall not constitute acceptance of such portions of the Brush Creek Transmission Main Town PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Summary of Work 011100 2 Work or relieve the Contractor of any obligations except for improper use or damage caused by employees or agents of Owner 2 Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy 3 Mechanical and electrical systems shall be fully operational and required tests and inspection successfully completed 4 On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of building 5 On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of building 1 07 PRODUCTS ORDERED IN ADVANCE A Storage 1 Products will be allowed to be stored at the designated areas on the Site prior to commencement of construction activities The old water tank location on Brush Creek road can be used by Contractor as a storage yard Contractor can negotiate with Eagle County Open Space for additional storage if desired 2 Contractor shall store such items as directed by Owner 1 08 OWNER FURNISHED PRODUCTS A Items furnished by Owner will be identified in the Specification sections B Owner's Responsibilities 1 Arrange for, and deliver Owner reviewed Shop Drawings, Product Data and samples to Contractor 2 Arrange and pay for product delivery to Site 3 At time of delivery, inspect products jointly with Contractor 4 Submit claims for transportation damage and replace damaged, defective or deficient items 5 Arrange for manufacturer's warranties, inspections and service C Contractor's Responsibilities 1 Review Owner reviewed Shop Drawings, Product Data and samples 2 Receive and unload products at Site, inspect for completeness or damage, jointly with Owner 3 Provide support systems to receive Owner's equipment 4 Protect Owner -furnished items from damage during storage and handling, including damage from exposure to the elements 5 Install and otherwise incorporate Owner -furnished items into the Work 6 Repair or replace items damaged after receipt, except that damage caused by Owner's employees or agents 1 09 WORK RESTRICTIONS A On -Site Work Hours 1 Normal business working hours of 7 00 a m to 7 00 p m Monday through Friday 2 Weekend Hours With Owner's written consent 3 Legal Holidays Town Holidays New Year's Day, Martin Luther King Day, President's Day, Memorial Day, Juneteenth, 4th of July, Labor Day, Indigenous Peoples Day, Veteran's Day, Thanksgiving. Dav after Thanksgiving. Christmas Eve. Christmas Day. New Year's Eve 4 Hours for Utility Shutdowns Coordinate with Owner B Existing Utility Interruption 202507139 1 Do not interrupt utilities serving facilities occupied by Owner or others without written permission by Owner 2 Notify Owner not less than 3 days in advance of proposed utility interruptions Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Summary of Work 011100-3 PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 202507139 Brush Creek Transmission Main Town PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Summary of Work 011100-4 DOCUMENT 01 11 01 DEFINITION OF BID ITEMS PART 1 - GENERAL 101 SECTION INCLUDES A The intent of this section is to explain, in general, what is and what is not included in a bid item, and the limits or cut-off points where one bid item ends and another begins B If no bid item exists for a portion of the work, include the costs in a related bid item All work shall be covered in the base bid items 102 MEASUREMENT AND PAYMENT A General 1 The total bid price shall cover all work required by the Contract Documents All costs in connection with the proper and successful completion of the work, including furnishing all materials, equipment, supplies, and appurtenances, providing all construction, equipment, and tools, and performing all necessary labor and supervision to fully complete the work, shall be included in the unit and lump sum prices bid All work not specifically set forth as to a bid item in the bid form shall be considered subsidiary obligations of Contractor and all costs in connection therewith shall be included in the bid prices 2 Measurement for each bid item is shown on the Bid Form in Section 00 41 00 Bid Form 3 Payment shall be made for each unit actually installed, complete, and in place B Estimated Quantities 1 All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and are to be used only a As a basis for estimating the probable cost of the work b For the purpose of comparing the bids submitted for the work 2 The basis of payment for work and materials will be the actual amount of work completed and materials furnished Evaluation of work completed will be in accordance with requirements of the General Conditions 3 Except where otherwise specified, the unit or lump sum price for each item of work, which involves excavation, trenching, shoring, dewatering, and bracing, shall include all costs for such work No direct payment shall be made for excavation, trenching, shoring, dewatering, or bracing All excavations shall be unclassified as to materials that may be encountered Trenches shall be unclassified as to depth A Bid Schedule — Pay Items Defined PAY ITEM NO 1 — MOBILIZATION This pay item includes the mobilization of personnel, equipment, and supplies at the project site in preparation for work on the project This item shall also include the establishment of sanitary and other necessary 202507139 facilities, and all other costs incurred or labor and operations which must be performed prior to beginning the other items under the contract This item shall also Brush Creek Transnussion Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado Definition of Bid Items 011101 1 Include prevision of required bonds and insurance The Contractor shall be responsible for securing, at his expense, the use of any private land for establishing his work office and for storage of materials and equipment Mobilization shall be paid for on a lump sum basis at the first partial payment meeting, after 10% of the contract amount (excluding mobilization) is earned and satisfactory progress is continuing This pay item is limited to 5% of total bid price PAY ITEM NO 2 — EROSION CONTROL / STORMWATER Management This item includes, but is not limited to preparing and implementing SWMP plan/permit, furnishing all materials, equipment and labor for stabilized vehicle construction entrances, stabilized staging areas, construction fence and locked gates, silt fence, curb socks, concrete washout areas, reinforced rock berms, erosion control mats, and any additional items needed, temporary seeding, except final seeding, and all other miscellaneous items needed for a complete installation Work required will vary according to Contractor's operations, all cost associated with changes shall be included in this pay item Final seeding, topsoil and mulching at the is a separate pay item Maintenance of BMPs is included in this pay item Partial Payments of this pay item may be requested as work is progressing PAY ITEM NO 3 — TRAFFIC CONTROL This pay item includes furnishing all materials, equipment and labor for traffic control measures and obtaining all permits necessary to complete the work Maintenance of traffic control is included in this pay item Partial Payments of this pay item may be requested as work is progressing PAY ITEM NO 4 — PRV EQUIPMENT This pay item includes furnishing all materials, equipment and labor for the construction/installation of a new PRV appurtenances in the existing vault Work includes, but is not necessarily limited to, new valving, interior piping, electrical connections, instruments, hatches, supports and connections, disinfection and testing, pressure testing, painting, surface preparation, final grading, and all other miscellaneous items needed for a complete installation PAY ITEM NO 5 & 5a — HDPE PIPE IN TRECH This pay item includes furnishing all materials, equipment and labor for installation of the new waterline and appurtenances for the length of the Brush Creek Transmission Main Work includes, but is not necessarily limited to, new pipe, fittings, valves, valve boxes, thrust blocks and restraints on all joints, clay trench plugs, excavation, bedding, backfill, gravel road repair, connections, surface restoration, cleaning, disinfection, pressure testing, and final acceptance of the waterline PAY ITEM NO 6 — FIRE HYDRANT This pay item includes furnishing all materials, equipment and labor for installation of the new fire hydrants waterline and appurtenances on the Brush Creek Transmission Main Work includes, but is not necessarily limited to, new pipe, fittings, thrust blocks and restraints on all joints, excavation, bedding, backfill, connections, surface restoration, cleaning, disinfection, pressure testing, and final acceptance of the waterline PAY ITEM NO 7, 7a, 7b, 7c, 7d, 7e, 7f, & 7g — VALVE/FEES This pay item includes furnishing all materials, equipment and labor for installation of the new gate valves, butterfly valves, and tees associated with the Brush Creek Transmission Main Work includes, but is not necessarily limited to, fittings, valves, valve boxes, thrust blocks and restraints on all joints, excavation, bedding, backfill, connections, surface 202507139 restoration, cleaning, disinfection, pressure testing, and final acceptance of the waterline Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado Definition of Bid Items of 1101- 2 202507139 PAY ITEM NO 8 — 6' DIAMETER MANHOLE This pay Item Includes furnishing all materials, equipment and labor for the construction/installation of a new concrete manhole to serve as the air release vault Work includes, but is not necessarily limited to installation, hatches, supports and connections, disinfection and testing, pressure testing, painting, surface preparation, final grading, and all other miscellaneous items needed for a complete installation PAY ITEM NO 9 — AIR RELEASE VALVE and ASSEMBLY This pay item includes furnishing all materials, equipment and labor for the construction/installation of an Air Release valve and assembly in the new vault Work includes, but is not necessarily limited to, new valving, interior piping, connections, instruments, hatches, supports and connections, disinfection and testing, pressure testing, painting, surface preparation, final grading, and all other miscellaneous items needed for a complete installation PAY ITEM NO 10, 10a, & 10b — CONNECTIONS #1, #2, and #3 This pay item includes furnishing all materials, equipment and labor for the connection of the new waterline to the existing lines at the ends of the project as well as the connection to the existing PRV vault Work includes, but is not necessarily limited to, new valving, piping, connections, disinfection and testing, pressure testing, surface preparation, final grading, and all other miscellaneous items needed for a complete installation PAY ITEM NO 11 — POTHOLING This pay item includes furnishing all materials, equipment and labor for potholing to determine location of existing waterline as well as any additional utilities that are within the construction area Work includes all work necessary to safely pothole the site including, material excavation, disposal, backfill, hauling, and disposal of material PAY ITEM NO 12 — PLUG and ABANDON EXISTING This pay item includes furnishing all materials, equipment and labor for the plugging and abandonment of existing pipe so as to not interfere with new construction, demolition and disposal of existing pipe and appurtenances where interfering with new work, draining and plugging of existing pipe where cut as required for new installation, and all other miscellaneous items needed for a complete installation PAY ITEM NO 13 — TRENCH DAMS This pay item includes furnishing all materials, equipment and labor for the bentonite clay trench plugs Work shall include the necessary amount of clay to plug the trench based upon the detail Work includes but is not necessarily limited to placement, hauling, compaction of the clay and all other miscellaneous items needed PAY ITEM NO 14 — TRENCH DEWATERING This pay item includes furnishing all materials, equipment and labor for the dewatering of the trench excavation during construction Work shall be based upon supplying two 4-IN dewatering pumps Work includes but is not necessarily limited to, pumps, sump installation, discharge bags, silt fencing, dewatering permit, and all other miscellaneous items needed The pay item of days shall require a minimum of 2 hours of running time to be qualified as a day Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado Definition of Bid Items 011101 3 202507139 PART 2 — PRODUCTS Not used PART 3 — EXECUTION Not used END OF SECTION Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Definition of Bid Items 011101 4 SECTION 01 25 13 PRODUCT SUBSTITUTION PROCEDURES PART 1 GENERAL 101 SUMMARY A Administrative and procedural requirements for handling requests for substitutions B The following is not included in this Section 1 Procedural requirements governing Contractors selection of product options (Section 01 60 00) 102 DEFINITIONS A Definitions used in this Article are not intended to change or modify the meaning of other terms used in the Contract Documents B Substitutions Requests for changes in products, materials, equipment and methods of construction required by Contract Documents proposed by Contractor C The following are not considered substitutions 1 Revisions to Contract Documents requested by Owner 2 Specified options of products and construction methods included in Contract Documents 3 Contractor's determination of and compliance with governing regulations and orders issued by governing authorities 103 SUBMITTALS A Substitution Request Prior to Bid For a Product Substitution to be considered, the following conditions must be met 1 All requests must be submitted in writing no later than 10 calendar days prior to the date for receipt of the bids 2 Faxed submittals will not be considered 3 Submit each request for substitution (one material or product per form) on the attached Substitution Request Form" attached at the end of this section (either duplicated from the Project Manual or available from E/A's office) email to Engineer, poneilCo)-sehinc com 4 Identify any impact of the substituted product on related items 5 Approved items will be listed in addenda B All substitutions permitted on addenda must meet or exceed requirements of the specifications including, but not limited to 1 Warranty C Substitution Request After Bid Requests for substitution will be considered if received within 60 days after commencement of the work Requests received more than 60 days after commencement of the work may be considered or rejected at the discretion of Owner 1 Submit 3 copies of each request for substitution for consideration Submit requests in the form and in accordance with procedures required for change order proposals 2 Identify the product, or the fabrication or installation method to be replaced in each request Include 202507139 related specification section and Drawing numbers Brush Creek Transmission Main TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Product Substitution Procedures 012513 1 Provide complete documentation showing compliance with the requirements for substitutions, and the following information, as appropriate a Product data, including drawings and descriptions of products, fabrication and installation procedures b Samples, where applicable or requested c A detailed comparison of significant qualities of the proposed substitution with those of the work specified Significant qualities may include elements such as size, weight, durability, performance and visual effect d Coordination information, including a list of changes or modifications needed to other parts of the work and to construction performed by Owner and separate contractors, that will become necessary to accommodate the proposed substitution e A statement indicating the substitution's effect on Contractor's construction schedule compared to the schedule without approval of the substitution Indicate the effect of the proposed substitution on overall contract time f Cost information, including a proposal of the net change, if any in the contract sum g Certification by Contractor that the substitution proposed Is equal -to or better In every significant respect to that required by the Contract Documents, and that it will perform adequately In the application indicated h Include Contractor's waiver of rights to additional payment or time, which may subsequently become necessary because of the failure of the substitution to perform adequately D Substitution Conditions 1 Contractor's substitution request will be received and considered by Owner when one or more of the following conditions are satisfied, as determined by Owner, otherwise requests will be returned without action except to record noncompliance with these requirements a Extensive revisions to Contract Documents are not required b Proposed changes are in keeping with the general intent of Contract Documents c The request is timely, fully documented and properly submitted d Contractors and suppliers will be expected to provide the specified product unless prior approval Is received from Owner in sufficient time so that all bidders can be notified through an addendum e The specified product or method of construction cannot be provided within the contract time The request will not be considered If the product or method cannot be provided as a result of failure to pursue the work promptly or coordinate activities properly f The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved g A substantial advantage is offered to Owner, in terms of cost, time, energy conservation, or other considerations of merit, after deducting offsetting responsibilities Owner may be required to bear Additional responsibilities for Owner may include additional compensation for redesign and evaluation services, increased cost of other construction by Owner, or separate contractors, and similar considerations h The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where Contractor certifies that the substitution will overcome the Incompatibility I The specified product or method of construction cannot be coordinated with other materials, and where Contractor certifies that the proposed substitution can be coordinated j The specified product or method of construction cannot provide a warranty required by the Contract Documents and where Contractor certifies that the proposed substitution provides the required warranty k Where a proposed substitution Involves more than one prime contractor, each contractor shall cooperate with the other contractors Involved to coordinate the work, provide uniformity and consistency, and to assure compatibility of products 202507139 E Limitations Contractor's submittal and Owner's acceptance of Shop Drawings, Product Data, or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does It constitute approval Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Product Substitution Procedures 012513-2 F Substitution Causing Redesign time for redesign as a result of substitution, will be charged to Owner, then deducted by Construction Change Directive from Contract Amount G Owner's Action 1 Request Prior to Bid If approved, substitution will be included in an addendum 2 Request After Bid a If necessary, within one week of receipt of the request for substitution, Owner will request additional information or documentation necessary for evaluation of the request b Within two weeks of receipt of the request, or one week of receipt of the additional information or documentation, whichever is later, Owner will notify Contractor of acceptance or rejection of the proposed substitution c If a decision on use of a proposed substitute cannot be made or obtained within the time allocated, use the product specified by name d Acceptance will be in the form of a change order PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Product Substitution Procedures 012513-3 SUBSTITUTION REQUEST FORM TO Attn Paul O'Neil Short Elliott Hendrickson Inc 934 Main Ave, Unit C Durango, CO 81301 970 459 4259 PROJECT Brush Creek Transmission Main SECTION NO ARTICLE NO SPECIFIED PRODUCT PROPOSED SUBSTITUTION A Does the substitution affect dimensions shown on Drawings? Yes ❑ No ❑ B Does the substitution affect other trades? Yes ❑ No ❑ C Does the manufacturer's guarantee differ from that specified? Yes ❑ No ❑ D If you indicated "Yes" to Items A, B, or C above, attach a thorough explanation on your company letterhead E If there are other differences between proposed substitution and specified product, attach a thorough explanation on your company letterhead If differences are not noted and acknowledged in writing by Engineer, product must comply with specification requirements F The proposed substitution was used within the last 24 months on the following project Project Name Location Engineer Telephone No G Has the proposed substitution been used on an SEH project within the last 12 months? Yes ❑ No ❑ If yes, which project? All questions must be answered Incomplete forms will not be reviewed Include a self-addressed, stamped envelope for reply Submitted By Signature Firm Address Date Phone 2025071IPmail Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado For Use by Design Consultant ❑ Not Accepted, Not Enough Information ❑ Not Accepted, Does Not Appear to be Equal ❑ Accepted ❑ Accepted as Noted ❑ Received Too Late By Date Remarks Product Substitution Procedures 012513-4 SECTION 01 31 19 PROJECT MEETINGS PART 1GENERAL 101 SUMMARY A Procedures for Administration of Project Meetings 1 Preconstruction Conference 2 Progress Meetings 3 Preinstallation Conferences B Related Sections 1 Document 00 21 13 - Instructions to Bidders 2 Section 01 31 13 - Coordination 3 Section 01 33 00 - Submittal Procedures 102 PRECONSTRUCTION/SITE MOBILIZATION CONFERENCE A Scheduled by Public Works after Notice of Award, prior to commencement of construction for 1 Execution of Owner -Contractor Agreement and exchange of preliminary submittals if not previously completed 2 Clarification of Owner and Contractor responsibilities in use of the Site and review of administrative procedures B Attendees Owner, Consultants, Contractors, major subcontractors, other concerned parties represented by persons familiar with and authorized to conclude matters relating to Work C Agenda 1 Items of significance that could affect progress including, but not limited to a Submittal of executed bonds and insurance certificates b Execution of Owner -Contractor Agreement if not previously completed c Distribution of Contract Documents d Use of premises by Owner and Contractor 1) Owner's requirements and occupancy 2) Construction facilities provided by Owner (if any) 3) Temporary utilities provided by Owner (if any) 4) Use of premises office, work, and storage areas e Security and housekeeping procedures f Submittals 1) Final list of subcontractors, suppliers, products 2) Progress Schedule 3) Designation of responsible personnel a) Contractor's principal staff and consultants b) Contractor's superintendent or job foreman acting as Contractor's Site representative c) Owner's and Contractor's designated individuals authorized to sign Change Orders, field modifications, and monthly pay requests g Procedures for processing 202507139 1) Field decisions 2) Submittals a) Shop Drawings b) Product Data Brush Creek Transmission Main TOWN PROJECT NO 52 59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Project Meetings 013119 1 c) Samples 3) Substitutions 4) Applications for Payments 5) Proposal requests 6) Change Orders 7) Contract Closeout h Schedules 1) Tentative construction schedule 2) Critical Work sequencing 3) Progress meetings I Procedures for testing j Procedures for maintaining Record Documents k Requirements for startup of equipment Inspection and acceptance of equipment put Into service during construction period I Equipment deliveries and priorities m Contractor responsibilities 1) Safety procedures 2) First aid 1 03 PROGRESS MEETINGS A Contractor 1 Schedule and administer every 2 weeks construction progress meetings throughout progress of Work 2 Make physical arrangements, prepare agenda and distribute with notice of each meeting to participants and to Owner, 2 days in advance of meeting date 3 Preside at meetings, record meetings and distribute copies within 2 days to participants, and entities affected by decisions at the meetings B Attendees 1 Contractor, , subcontractors and suppliers, other entity concerned with current progress or involved in planning, coordination or performance of future activities, Owner, professional consultants as appropriate to agenda 2 Attendees shall be familiar with Project and authorized to conclude matters relating to progress C Agenda 1 Items of significance that could affect progress, including topics for discussion as appropriate to current status of Project, minimally a Approval of minutes of last meeting b Review of Work progress c Field observations, problems and decisions d Identifications of problems which impede planned progress e Review of submittal schedule and status of submittals f Review of off -site fabrication and delivery schedules g Maintenance of progress schedule h Corrective measures to regain projected schedules I Planned progress during succeeding Work period j Coordination of projected progress k Maintenance of quality and work standards I Effect of proposed changes on progress schedule and coordination m Other business relating to Work 2025071Y' PREINSTALLATION CONFERENCES A When required in individual specification sections, or as requested by Contractor, convene a preinstallation conference at Site prior to commencing Work of the Section Brush Creek Transmission Main Project Meetings TOWN PROJECT NO 52 59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 0131 19 - 2 B Attendees Require attendance of entities directly affecting, or affected by, Work of the Section, C Notification Notify Owner 5 days in advance of meeting date D Contractor Duties 1 Prepare agenda, preside at conference, record minutes, and distribute copies within 2 days E Agenda 1 Review conditions of installation 2 Review preparation and installation procedures 3 Coordinate with related Work PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Project Meetings 013119-3 SECTION 01 33 00 SUBMITTAL PROCEDURES PART 1GENERAL 101 SUMMARY A Requirements Included 1 Procedures 2 Construction Progress Schedule 3 Schedule of Values 4 Shop Drawings 5 Product Data 6 Samples 7 List of Proposed Subcontractors 8 List of Proposed Suppliers 9 Material Safety Data Sheets 10 LEED Requirements 11 Payment Schedule 102 PROCEDURES A Deliver submittals, including but not limited to shop drawings and Operation and Maintenance Manuals to Owner electronically to stephan wdson(abtownofeagle org and ponell&sehinc corn B Transmit each item in pdf format 1 Identify Project, Contractor, subcontractor, major supplier 2 Identify pertinent Drawing sheet and detail number, and specification Section number 3 Identify deviations from Contract Documents 4 Provide space for Owner and consultant review stamps C Submit initial progress schedules and schedule of values within 10 days after date of Owner - Contractor Agreement After review by Owner, revise and resubmit as required D Submit revised schedules with each Application for Payment, reflecting changes since previous submittal E Comply with progress schedule for submittals related to Work progress Coordinate submittal of related items F After Owner review of submittal, revise and resubmit as required, identifying changes made since previous submittal G Distribute copies of reviewed submittals to concerned persons Instruct recipients to promptly report any inability to comply with provisions 1 03 CONSTRUCTION PROGRESS SCHEDULE A Submit horizontal bar chart with separate bar for each major trade or operation, identifying first work 202507139 day of each week Brush Creek Transmission Main TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Submittal Procedures 013300 1 1 04 SCHEDULE OF VALUES A Submit typed schedule on AIA Form G703 OR 8-1/2 by 11-inch paper OR Contractor's standard form OR media -driven printout B Format 1 Table of Contents of this Project Manual 2 Identify each line item with number and title of the major technical sections C Include in each line item amount of Allowances specified in Section For unit cost Allowances, give quantities measured from Contract Documents multiplied by the unit cost equal to the total for the Item D Include in each line a directly proportional amount of Contractor's overhead and profit E Provide a subschedule for each separate stage of Work F Revise schedule to list Change Orders for each application for payment submittal 1 05 SHOP DRAWINGS A Submit all Shop Drawings electronically in pdf format via the email addresses listed B Submit showing system fabrication, installation drawings including plans, elevations, section details of components, and configuration between system and adjoining systems 106 PRODUCT DATA A Mark each copy to identify applicable products, models, options, testing compliance, warranty, and other data, supplement manufacturers' standard data to provide information unique to the Work B Submit the number of copies which Contractor requires plus 1 copies that will be retained by Owner, plus copies to be included by Contractor in O&M Manuals 107 SAMPLES A Submit samples to illustrate functional characteristics of the product, with integral parts and attachment devices Coordinate submittal of different categories for interfacing Work B Include identification on each sample, giving full information C Submit the number specified in respective specification section, 1 will be retained by Owner Reviewed samples that may be used in the Work are indicated in the technical sections D Field Samples 1 Provide field samples of finishes as required by individual technical section 2 Install sample complete and finished 3 Acceptable samples in place may be retained in completed Work 2025071 ff8 LIST OF PROPOSED SUBCONTRACTORS A Submit a list of subcontractors who will provide Work on the Project Brush Creek Transmission Main TOWN PROJECT NO 52-59-773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado 1 Submittal Procedures 013300 2 B The submitted list shall include 1 Name of Subcontractor 2 Address 3 Type of work to be provided 4 Contact list for administrative and supervisory personnel 1 09 LIST OF PROPOSED SUPPLIERS A Submit a list of suppliers who will provide materials, equipment or components principle to the Work B The submitted list should include 1 Name of supplier 2 Address 3 Equipment, material or component to be provided 4 Contact list for administrative and supervisory personnel 110 MATERIAL SAFETY DATA SHEETS A Submit MSDS to the Site on all products with chemical emissions and as called for in individual technical sections 1 11 PAYMENT SCHEDULE A Submit anticipated monthly payment schedule within 30 days after award of Contract, when requested by Owner B Update whenever payment requests vary from the schedule by more than 10 percent PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52 59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Submittal Procedures 013300-3 DOCUMENT 01 42 00 ABBREVIATIONS PART 1 — GENERAL 1914W_1310=LIFI/_,1111"ki61 Whenever in these Contract Documents the following abbreviations are used, the intent and meaning shall be interpreted as follows AA Aluminum Association AAMA Architectural Aluminum Manufacturers' Association AAN American Association of Nurserymen AASHTO American Association of State Highway and Transportation Officials ACI American Concrete Institute AFBMA Anti -Friction Bearing Manufacturers' Association AGA American Gas Association AGMA American Gear Manufacturers' Association AIEE American Institute of Electrical Engineers AISC American Institute of Steel Construction AISI American Iron and Steel Institute APA American Plywood Association API American Petroleum Institute AREA American Railway Engineering Association ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers ASHRAE American Society of Heating, Refrigerating and Air -Conditioning Engineers, Inc ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWI American Woodwork Institute AWPA American Wood Preservers' Association AWPI American Wood Preservers' Institute AWS American Welding Society AWWA American Water Works Association BHMA Builders Hardware Manufacturers' Association BIA Brick Institute of American (Successor to SCPI) CBMA Certified Ballast Manufacturers' Association CDA Copper Development Association 202507139 CISPI Cast Iron Soil Pipe Institute CMAA Crane Manufacturers' Association of America Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado ABBREVIATIONS 014200-1 CRSI Concrete Reinforcing Steel Institute CSI Construction Specifications Institute DFPA Douglas Fir Plywood Association (APA) Fed Spec Federal Specifications HI Hydraulic Institute HMI Hoist Manufacturers' Institute IBC International Building Code ICBO International Conference of Buildmg Officials IEEE Institute of Electrical and Electronics Engineers, Inc ICEA Insulated Cable Engineers' Association IPCEA Insulated Power Cable Engmeers' Association ISA Instrumentation Society of America JIC Joint Industry Conferences of Hydraulic Manufacturers MIL Military Specification MMA Monorail Manufacturers' Association NBFU National Board of Fire Underwriters NBHA National Builders' Hardware Association NBS National Bureau of Standards NEC National Electrical Code NEMA National Electrical Manufacturers' Association NESC National Electric Safety Code NFPA National Forest Products Association NFPA National Fire Protection Association NHTSA National Highway Traffic Safety Administration NLMA National Lumber Manufacturers' Association NWMA National Woodwork Manufacturers' Association OECI Overhead Electrical Crane Institute OSHA Occupational Safety and Health Act (both Federal & State) PS Product Standards Section - U S Department ofCommerce RLM RLM Standards Institute, Inc RMA Rubber Manufacturers' Association 202507139 SAE Society of Automotive Engineers SDI Steel Door Institute Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado ABBREVIATIONS 01 42 00 - 2 SSPC Steel Structures Painting Council TEMA Tubular Exchanger Manufacturers' Association TCA Title Council of America UBC Uniform Building Code UL Underwnters' Laboratones, Inc UPC Uniform Plumbing Code WWPA Western Wood Products Association Unless a particular issue is designated, all references to the above specifications, standards, or methods shall, in each instance, be understood to refer to the issue in effect (including all amendments) on the date of the Invitation to Bid PART 2 — PRODUCTS Not used PART 3 — EXECUTION Not used END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado ABBREVIATIONS 01 42 00 - 3 [THIS PAGE INTENTIONALLY LEFT BLANK] 202507139 SECTION 0145 00 QUALITY CONTROL PART 1 GENERAL 101 SUMMARY A Section Includes 1 Administrative and procedural requirements for quality control 2 Inspection and testing services to assist in determination of work with specifications and regulations 3 Requirements for Contractor cooperation 4 Responsibility for payment 5 Schedule of required tests B Contractor Responsibility These required services do not relieve Contractor of responsibility for compliance with any requirements C Related Sections 1 Section 01 31 19 - Project Meetings 102 REFERENCES A ASTM 1 D3740 - Minimum Requirements for Agencies Engaged in Testing or Inspection of Soil and Rock 2 E329 - Requirements for Agencies Engaged in Testing or Inspection of Materials Used in Construction 103 DEFINITIONS A Quality Control Inspections, tests, related actions including reports, performed by independent agencies and governing authorities, as well as directed by Contractor 104 SUBMITTALS A Submit copy of report of laboratory facilities inspection made by Materials Reference Laboratory of National Bureau of Standards (NBS) during most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection B Prior to start of Work, submit testing laboratory name, address, and telephone number, and names of full time registered Specialist and responsible officer C After each Inspection and test, submit two written copies of report to Owner and to Contractor no later than 3 working days after completion of Inspection or test Include 1 Date Issued 2 Project title and number 3 Name of inspector 4 Date and time of sampling or inspection 5 Identification of product and Specifications Section 202507139 6 Location in the Project 7 Type of inspection or test 8 Date of test 9 Results of tests Brush Creek Transmission Main Quality Control TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado 014500 1 10 Conformance with Contract Documents D When requested by Owner, provide interpretation of test results 1 05 QUALITY ASSURANCE A Testing 1 Contractor shall employ and pay for services of an independent testing laboratory to perform specified inspection and testing a Owner shall be notified 2 days in advance and have the right to attend, employ independent testing for validation or supplementation 2 Employment of testing laboratory shall in no way relieve Contractor of obligation to perform work in accordance with requirements of Contract Documents B Laboratory Qualifications 1 Authorized to operate in state in which Project Is located 2 Qualified in accordance with referenced ASTM standard to acceptance of Owner 3 Staff Maintain a full time registered Engineer Specialist on staff to review services 4 Testing Equipment Calibrated at reasonable intervals with devices of an accuracy traceable to either National Bureau of Standards (NBS) Standards or accepted values of natural physical constants C Regulatory Requirements Comply with requirements of ASTM D3740 and E329 106 RESPONSIBILITIES A Contractor Responsibility 1 Quality control testing or inspections scheduled to be Contractor's responsibility 2 Code Compliance Testing Quality control required by codes or ordinances, or by plan approval authority, made by legally constituted authority unless otherwise provided in Contract Documents 3 Verification of conformance of the Work within specified construction tolerances 4 Contractor's Convenience Testing 5 Notify Owner and laboratory 24 hours prior to expected time for operations requiring inspections and testing services 6 Provide incidental labor and facilities to a Provide access to Work to be tested b Obtain and handle samples at the Site or at source of products to be tested c Facilitate tests and inspections, and storage and curing of test samples 7 Coordinate with each independent agency the sequence of activities to accommodate required services with minimum delay in progress of Work and to avoid removing and replacing Work Schedule times for quality control B Owner Responsibility 1 Quality control not specifically indicated as Contractor's responsibility, or to be provided by another identified entity C Laboratory Responsibility 1 Ascertain compliance of materials and mixes with requirements of Contract Documents 2 Promptly notify Owner and Contractor of observed irregularities or non-conformance of Work or Products 3 Perform additional inspections and tests required by Owner 4 Limits on Laboratory Authority 202507139 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 Brush Creek Transmission Main Quality Control TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 014500 2 Laboratory has no authority to stop the Work D Retest Responsibility 1 Where results of quality control prove unsatisfactory and do not indicate compliance of related Work with requirements of the Contract Documents, retests are responsibility of Contractor, regardless of whether the original test was Contractor's responsibility 2 Retest of Work revised or replaced by Contractor is Contractor's responsibility, where required tests were performed on original Work 3 Retesting costs will be deducted from Contract amount by Change Order 4 Provide 2 retests for each failed test E Responsibility for Associated Services 1 Cooperate with independent agencies performing required quality control 2 Provide such auxiliary services as reasonably requested 3 Notify testing agency sufficiently in advance of operations to permit assignment of personnel 4 These auxiliary services include, but are not necessarily limited to a Cooperate with independent agencies performing required quality control b Provide such auxiliary services as reasonably requested c Notify testing agency sufficiently in advance of operations to permit assignment of personnel d Providing access to Work e Taking samples or assistance with taking samples f Delivery of samples to test laboratories g Security and protection of samples and test equipment at Site PART 2 PRODUCTS Not Used PART 3 EXECUTION 3 01 ADJUSTING A Upon completion of quality control performed on Work, repair damaged Work, restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes Comply with Contract Document requirements for "Cutting and Patching " 3 02 PROTECTION A Protect Work exposed by or for quality control service activities, and protect repaired Work 3 03 RESPONSIBILITY FOR ADJUSTING AND REPAIR A Contractor's responsibility, regardless of assignment of responsibility for quality control 3 04 FIELD QUALITY CONTROL A Secure inspection and acceptance of subgrades and fill layers before subsequent construction is permitted B As a minimum, the following tests will be required 202507139 1 1 every 500 feet Densities of compacted trench backfill at random depths and at start and stop of project 2 1 each Densities of compacted subgrade at structures 3 1 each Densities of prepared roadway subgrade Brush Creek Transmission Main TOWN PROJECT NO 52 59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Quality Control 014500-3 4 1 each Densities of compacted aggregate base of road crossing 5 1 each Gradation of aggregate base per source 6 Standard proctors as required 7 Bacteriological testing of water main 8 Hydrostatic testing of water main 9 Conductivity testing of water main C Provide laboratory testing in accordance with the following schedule 1 A minimum of 1 compaction test and associated laboratory Proctor Tests where directed by Owner, for each 500 linear feet of trench backfilling and the start and end of the trenches 2 Immediately prior to construction of aggregate base, a minimum of 1 compaction test for each 50 ft linear feet of subgrade and minimum 1 test per structure with corresponding Proctor Tests if the subgrade material vanes, as determined by Owner 3 A minimum of 1 compaction test for each 100 linear feet of aggregate and additional tests if the gradation vanes, as determined by Eagle County 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Quality Control 0145 00 - 4 2025071 Quality Control Testing Schedule Specification Section product Type of Test Location Responsibility Frequency Source I Field 9 Brush Creek Transmission Main TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Quality Control 014500 5 END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52 59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Quality Control 0145 00 - 6 SECTION 01 45 10 TESTING AND LABORATORY SERVICES PART 1 — GENERAL 101 REQUIREMENTS INCLUDED A Quality assurance and control of installation B Field samples C Testing laboratory services 102 RELATED REQUIREMENTS A Conditions of the Contract Inspections and testing required by laws, ordinances, rules, regulations, orders, or approvals of public authorities B Respective Sections Certification of products C Each Section listed Laboratory tests required and standards for testing 103 RELATED SECTIONS A Section 00 72 00 General Conditions B Section 00 73 00 Supplementary Conditions C Section 0145 00 Quality Control D Sections outlined in Article 104 herein 104 INSPECTION AND TESTING LABORATORY SERVICES A Testing Laboratory inspection, sampling and testing is required for but not limited to the following 1 Section 03 33 00 — Cast-m-Place Concrete 2 Section 03 05 16 —Precast Concrete Utility Structures 3 Section 31 10 00 — Site Preparation 4 Section 3123 33 — Trench Excavation and Backfill B Distribute reports of all tests made by testing laboratories to 202507139 1 1 copy —Owner 2 1 copy — Engineer Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Testing and Laboratory Services 0145 10 -1 3 1 copy —Contractor 4 1 copy — Applicable supplier or subcontractor 105 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A Laboratory is not authorized to 1 Release, revoke, alter, or enlarge on requirements of Contract Documents 2 Approve or accept any portion of the work 3 Perform any duties of the Contractor 4 Stop the work 106 CONTRACTOR'S RESPONSIBILITIES A Contractor shall secure and pay for the service an independent inspection and testing laboratory to perform inspections and tests required as described in individual Sections B Owner may elect to conduct additional independent 3rd party testing through a separate contract or testing agency at Owner's expense Contractor shall coordinate with the independent inspection and testing laboratory ensuring the required testing is performed C The inspection and testing laboratory will perform inspections, tests and other services specified in individual specification sections and as required by Engineer and/or Owner D Inspections, testing, and source quality control may occur on or off project site E Cooperate with inspection and testing laboratory, furnish samples of materials, approved design mix, equipment, tools, storage, safe access, and assistance by incidental labor as requested F Make arrangements with inspection and testing laboratory and pay for additional samples and tests required for Contractor's use G Notify laboratory sufficiently in advance of operations (at least 48 hours prior to required test) to allow for laboratory assignment of personnel and scheduling of tests H Testing and performance requirements will vary by jurisdiction and it is Contractor's responsibility to satisfy testing requirements of specific jurisdictional authority Copies of all testing results and related reporting shall be furnished promptly to Engineer Testing and employment of inspection and testing laboratory shall not relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents 202507139 J Re -testing or re -inspection required because of non-conformance with requirements ofthe Brush Creek Transmission Main Testing and Laboratory Services TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 0145 10 - 2 Contract Documents shall be the responsibility of the Contractor and performed by the same inspection and testing laboratory All costs for re -testing or re-mspection will be at Contractor's expense K Inspection and testing laboratory responsibilities include 1 Test samples of mixes submitted by Contractor 2 Provide qualified personnel at site Cooperate with Engineer and Contractor in performance of services 3 Perform sampling and testing of products in accordance with specified standards 4 Ascertain compliance of materials, mixes and compaction with requirements of Contract Documents 5 Promptly notify Engineer and Contractor of observed irregularities or non- conformance of Work or products 6 Perform additional tests required by Engineer L Inspection and testing laboratory reports 1 After each test, copies of reports prepared by inspection and testing laboratory shall be submitted and to Engineer, Owner, Contractor, and Applicable supplier or subcontractor in duplicate, indicating observations and results of tests and indicating compliance or non-compliance with Contract Documents 2 When requested by Engineer test results shall be interpreted 3 The following will be included with each report a Date issued b Project title and number c Name of inspector d Date and time of sampling or inspection e Identification of product and specifications section f Location in Project g Type of inspection or test h Date of test i Results of tests 1 Conformance with Contract Documents M Materials and equipment used in the performance of work under this Contract are subject to inspection and testing at the point of manufacture or fabrication Standard requirements for quality and workmanship are indicated in the Contract Documents The Engineer may require the Contractor to provide statements or certificates from the manufacturers and fabricators that the materials and equipment provided by them are manufactured or fabricated in full accordance with the standard specifications for quality and workmanship indicated in the Contract Documents All costs of this testing and providing statements and certificates shall be a subsidiary obligation of the Contractor, and no extra charge to the Owner shall be allowed on account of such testing and certification 202507139 N Furmsh incidental labor and facilities 1 To provide access to work to be tested Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Testing and Laboratory Services 014510-3 2 To obtain and handle samples at the project site or at the source of the product to be tested 3 To facilitate inspections and tests 4 For storage and curing of test samples PART 2 — PRODUCTS Not used PART 3 — EXECUTION Not used END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Testing and Laboratory Services 014510-4 DOCUMENT 01 50 10 PROTECTION OF EXISTING FACILITIES PART 1 — GENERAL 101 DESCRIPTION A Protect all existing utilities and improvements not designated for removal and restore damaged or temporarily relocated utilities and improvements to a condition equal to or better than prior to such damage or temporary relocation 102 DEFINITIONS A Excavation Any digging, trenching, auguring, backfilling, ditching, grading, plowing -in, pulling -in, ripping, scraping or tunneling 103 RIGHTS -OF -WAY A The Contractor shall not do any Work that would affect any oil, gas, sewer, or water pipeline, any telephone, telegraph, or electric transmission line, any fence, or any other structure, nor shall the Contractor enter upon the rights -of -way involved until notified that the Owner has secured authority from the proper party B Copies of encroachment agreements and encroachment requirement for work in existing rights of way are included in the Supplement section of this specification Implement actions required by those agreements and guidelines C Requirements for work near high voltage overhead power transmission Imes are provided as Supplement A to this section Contractor shall be responsible for taking all necessary precautions and complying with these clearance requirements D After authority has been obtained, Contractor shall give said party due notice of Contractor's intention to begin work, if required by said party, and remove, shore, support, or otherwise protect such pipeline, transmission line, ditch, fence, or structure, or replace the same PART 2 — PRODUCTS Not used PART 3-EXECUTION 202507139 3 01 PROTECTION OF STREET OR ROADWAYMARXERS A Do not destroy, remove, or otherwise disturb any existing survey markers or other existing Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado Protection of Existing Facilities 015010 1 street or roadway markers without proper authorization B No pavement breaking or Excavation shall be started until all survey or other permanent marker points that will be disturbed by the construction operations have been properly referenced Survey markers or points disturbed shall be accurately restored after street or roadway resurfacing has been completed C Contractor is responsible for the cleanliness and safety of all roadways adjacent to the construction site If at any time, these roadways are found to be dangerous or not passable due to debris or mud, local jurisdictions may shut down the project until necessary clean- up is carried out by the contractor at his expense If clean-up is deemed to be unsatisfactory or if the local jurisdiction chooses, the local jurisdiction may carry out required clean-up and bill the Owner or Contractor The Contractor is required to incur the cost of all such clean-up 3 02 RESTORATION OF PAVEMENT A General All paved areas including asphaltic concrete berms cut or damaged during construction shall be replaced with similar materials of equal thickness to match the existing adjacent undisturbed areas, except where specific resurfacing requirements have been called for in the Contract Documents or in the requirements of the agency issuing the permit The pavement restoration requirement to match existing sections shall apply to all components of existing sections, including sub -base, base, and pavement Temporary and permanent pavement shall conform to the requirements of the affected pavement owner Pavements which are subject to partial removal shall be neatly saw -cut in straight lines B Temporary Resurfacing Wherever required by the public authorities having jurisdiction, place temporary surfacing promptly after backfilling and shall maintain such surfacing for the period of time fixed by said authorities before proceeding with the final restoration of improvements C Permanent Resurfacing Contractor shall comply with any agency requirements associated with permanent resurfacing in the jurisdiction that resurfacing is completed In order to obtain a satisfactory junction with adjacent surfaces, saw cut back and trim the edge so as to provide a clean, sound, vertical joint before permanent replacement of an excavated or damaged portion of pavement Damaged edges of pavement along Excavations and elsewhere shall be trimmed back by saw cutting in straight lines All pavement restoration and other facilities restoration shall be constructed to finish grades compatible with adjacent undisturbed pavement D Restoration of Sidewalks or Private Driveways Wherever sidewalks or private roads have been removed for purposes of construction, place suitable temporary sidewalks or roadways promptly after backfilling and shall maintain them in satisfactory condition for 202507139 the period of time fixed by the authorities having jurisdiction over the affected portions If no such period of time is so fixed, maintain said temporary sidewalks or roadways until the final restoration thereof has been made Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Protection of Existing Facilities 015010 1 202507139 3 03 EXISTING UTILITIES AND IMPROVEMENTS A Protect underground utilities and other improvements which may be impaired during construction operations, regardless of whether or not the utilities are indicated on the Drawings Take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary B Maintaining in Service Unless indicated otherwise, oil and gasoline pipelines, power, and telephone or the communication cable ducts, gas and water mains, irrigation lines, sewer Imes, storm dram Imes, poles, and overhead power and communication wires and cables encountered along the line of the Work shall remain continuously in service during all the operations under the Contract, unless other arrangements satisfactory to the Project Manager are made with the owner of said utilities C Except where the Drawings indicate utilities have been field located during design or certain utility locations will be exposed as part of the Work, make exploratory Excavations as deemed necessary to determine the exact locations and depths of utilities which may interfere with the Work All such exploratory Excavations shall be performed within a sufficient time in advance of construction to avoid possible delays Notify the Project Manager if such exploratory Excavations show the noted utility locations to be in error D Utilities to be Relocated If necessary, to relocate the property of any utility owner, coordinate with the utility owner to relocate such property E Underground Utilities Indicated Existing utility lines that are indicated or the locations of which are made known to the Contractor prior to Excavation and that are to be retained, and all utility Imes that are constructed during Excavation operations shall be protected from damage and, if damaged, shall be immediately repaired or replaced, unless otherwise repaired by the owner of the damaged utility If the owner of the damaged facility performs its own repairs, Contractor shall reimburse said owner for the costs of repair F Underground Utilities Not Indicated In the event of damages to existing utility lines that are not indicated or the locations of which are not made known to the Contractor prior to Excavation, immediately report the damage to the owner of the damaged utility Also provide an immediate verbal report of such damage to the Project Manager, to be followed by a prompt written report to both the Arapahoe County Water and Wastewater Authority Project Manager and the utility owner G Approval of Repairs All repairs to a damaged utility or improvement are subject to inspection and approval by an authorized representative of the utility or improvement owner before being concealed by backfill or other Work 3 04 UTILITY COORDINATION Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 S E H PROJECT NO EAGLT-180269 Town of Eagle Colorado Testing and Laboratory Services 014510-3 A Contact and coordinate with utility companies regarding protection of existing utilities and special requirements at utility crossing locations and other conditions where the Work is nearby existing utilities Contractor shall be responsible for all costs of coordination with utilities including but not limited to outages, protection or support and any fees for costs from the utility Furnish copies of all written agreements obtained by Contractor to the Owner and Engineer 3 05 TREE PRUNING AND PROTECTION A Where tree pruning is required, hire a certified arbonst to perform any necessary pruning in accordance with International Society of Arboriculture (ISA) standards Pruning for utility line clearance shall be done in accordance with ISA standards and any pruning guidelines adopted by the county of jurisdiction Contractor shall notify the Owner and Engineer of any needed pruning that has not been identified on the Drawings Tree pruning shall not involve the removal or harassment of active bird nests 3 06 TREES OR SHRUBS WITHIN STREET RIGHTS -OF -WAY AND PROJECT LIMITS A General Except where trees or shrubs are indicated to be removed, exercise all necessary precautions so as not to damage or destroy any trees or shrubs, including those lying within street rights -of -way and project limits Do not trim or remove trees unless so approved by the owner of the tree or shrub B Trimming Tnmmmg or pruning of trees shall be performed by a licensed and insured arbonst Symmetry of the tree shall be preserved, no stubs or split or torn branches left, clean cuts shall be made close to the trunk or large branch Spikes shall not be used for climbing live trees Cuts over 1-1/2 inches in diameter shall be coated with a tree paint product that is waterproof, adhesive, and elastic, and free from kerosene, coal tar, creosote, or other material injurious to the life of the tree C Replacement Immediately notify the Owner if any tree or shrub is damaged by the Contractor's operations so that the Owner may notify the tree or shrub's owner Replace the tree or shrub if, in the opinion of the tree or shrub's owner, the damage is such that replacement is necessary The replacement tree or shrub shall be of a like size and variety as the one damaged 3 07 LAWN AREAS A Lawn or landscaped areas damaged during construction shall be repaired to match the pre - construction condition to the satisfaction of the Owner 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado END OF SECTION Testing and Laboratory Services 0145 10 - 4 DOCUMENT 01 52 00 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 — GENERAL 101 SECTION INCLUDES A Temporary Utilities electricity, lighting, heat, ventilation, telephone service, water, and sanitary facilities B Temporary Controls barriers, enclosures and fencing, protection of the Work, water control, dust control, snow removal, and erosion and sediment control C Construction Facilities access roads, parking, progress cleaning, project signage, and field offices 102 TEMPORARY ELECTRICITY A Connect to existing power service, if available Power consumption shall not disrupt Owner's need for continuous service B Coordinate with Holy Cross Energy and provide temporary electrical service at the site Power consumption shall not disrupt Owner's need for continuous service C Owner will pay cost of energy used Exercise measures to conserve energy D Provide power outlets and flexible power cords as required E Provide main service disconnect and overcurrent protection at convenient location F Permanent convenience receptacles may be utilized during construction 103 TEMPORARY LIGHTING A Provide and maintain lighting for construction operations B Provide and maintain lighting to exterior staging and storage areas after dark for security purposes C Provide and maintain lighting to interior work areas after dark for security purposes 202507139 D Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required Brush Creek Transmission Main Construction Facilities and Temporary Controls TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 015200 1 Maintain lighting and provide routine repairs 104 TEMPORARY BEAT A Provide temporary heat devices and heat as required to maintain specified conditions for construction operations 105 TEMPORARY VENTILATION A Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases B Utilize existing ventilation equipment Extend and supplement equipment with temporary fan units as required to maintain clean air for construction operations 106 TEMPORARY WATER SERVICE A Provide and maintain for suitable quality water service required for construction operations B Owner will pay cost of water used Exercise measures to conserve water C Extend branch piping with outlets located so water is available by hoses with threaded connections 107 TEMPORARY SANITARY FACILITIES A Provide, pay for, and maintain required facilities and enclosures Existing facilities are not available at the site 108 BARRIERS A Provide barriers to prevent unauthorized entry to construction areas to allow for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations and demolition B Provide protection for plant life designated to remain Replace damaged plant life C Protect non -owned vehicular traffic, stored materials, site and structures from damage 109 FENCING A Construction Commercial grade chain link fence 202507139 B Provide 6-foot high fence around construction site staging area, equip with vehicular and pedestrian gates with locks Brush Creek Transmission Main Construction Facilities and Temporary Controls TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 015200 2 110 WATER CONTROL A Grade site to dram Maintain excavations free of water Provide, operate, and maintain pumping equipment B Protect site from puddling or running water Provide water barriers as required to protect site from soil erosion C See grading, erosion, and sediment control (GESC) Drawings for additional information and requirements 111 DUST CONTROL A Execute Work by methods to minimize raising dust from construction operations B Provide positive means to prevent airborne dust from dispersing into atmosphere 112 SNOW REMOVAL A Remove snow as required to complete work at Contractors expense 113 EROSION AND SEDIMENT CONTROL A Plan and execute construction by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas Prevent erosion and sedimentation B Minimize amount of bare soil exposed at one time C Provide temporary measures such as berms, dikes, and drains, to prevent water flow D Construct fill and waste areas by selective placement to avoid erosive surface silts or clays E Periodically inspect earthwork to detect evidence of erosion and sedimentation, promptly apply corrective measures F Provide and maintain the grading, erosion, and sediment control (GESC) plan measures to prevent erosion in accordance with Eagle County standards Contractor shall update and modify the plan as required to complete the work 114 PROTECTION OF INSTALLED WORK A Protect installed Work and provide special protection where specified in individual 202507139 specification Sections B Provide temporary and removable protection for installed Products Control activity in Brush Creek Transmission Main Construction Facilities and Temporary Controls TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 015200 3 immediate work area to minimize damage C Prohibit traffic from landscaped areas 115 SECURITY A Provide security and facilities to protect Work, and existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft B Coordinate with Owner's security program, if available 116 ACCESS ROADS A Construct and maintain temporary roads accessing public thoroughfares to serve construction area B Extend and relocate as Work progress requires Provide detours necessary for unimpeded traffic flow C Provide and maintain access to fire hydrants, free of obstructions D Provide means of removing mud from vehicle wheels before entering streets 117 PARKING A Arrange for temporary surface parking areas to accommodate construction personnel B When site space is not adequate, provide additional off -site parking C See Section 01 110 — Summary of Work, Article 105 118 PROGRESS CLEANING A Maintain areas free of waste materials, debris, and rubbish Maintain site in a clean and orderly condition B Remove debris and rubbish prior to enclosing the space C Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust D Remove waste materials, debris, and rubbish from site weekly and dispose off -site 202507139 119 FIELD OFFICES A General Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado Construction Facilities and Temporary Controls 015200-4 1 A field office is not required for this project Contractor may choose to establish a field office for their convenience and at their expense 120 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A Remove temporary above grade or buried utilities, equipment, facilities, materials, prior to Substantial Completion inspection B Remove underground installations to a minimum depth of 2 feet Grade site as indicated C Clean and repair damage caused by installation or use of temporary work D Restore existing facilities used during construction to original condition Restore permanent facilities used during construction to specified condition 121 VIDEO RECORDING EQUIPMENT A Prior to starting work on the project, the Contractor shall walk the site with the Owner and private land owner to determine the condition of the existing features such as fences, pavement, curbs, walks, drives, sprinklers, ditches, signs, landscaping, trees and shrubs, and any other existing items to remain on both public and private property PART 2 — PRODUCTS Not used PART 3 — EXECUTION Not used END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Construction Facilities and Temporary Controls 015200-5 [THIS PAGE INTENTIONALLY LEFT BLANK] 202507/39 DOCUMENT 01 60 00 MATERIALS AND EQUIPMENT PART 1GENERAL 101 SUMMARY A Section Includes 1 Administrative and procedural requirements governing a Products b Delivery, storage and handling 2 The following is not included in this section Product Substitution Procedures (Section 01 25 13) 3 New products consisting of recycled materials are allowed unless stated otherwise in technical sections 4 Products shall contain no asbestos containing material (ACM) 1 02 PRODUCT DEFINITIONS A Products 1 Unless indicated otherwise, the term "products" represents new material, machinery, components, equipment, fixtures, and systems forming the Work 2 Does not include machinery and equipment used for preparation, fabrication, conveying, or erection of the Work B Named Products Items identified by manufacturer's product name, including make or model designation, indicated in the manufacturer's published product literature, that is current as of the date of the Contract Documents C Materials Products that are substantially shaped, cut, worked, mixed, finished, refined, or otherwise fabricated, processed, or installed as part of the Work D Equipment A product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping 1 03 PRODUCT QUALITY ASSURANCE A Source Limitations To the fullest extent possible, provide products of the same kind, from a single source B Limited Quantities 1 When specified products are available only from sources that do not or cannot produce a quantity adequate to complete Project requirements in a timely manner, consult with Owner for a determination of the most important product qualities before proceeding 2 Qualities may include attributes relating to a Visual appearance b Strength c Durability d Compatibility 202507139 3 When a determination has been made, select products from sources that possess these qualities to the fullest extent possible Brush Creek Transmission Main TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Materials and Equipment 016000-1 104 PRODUCT REQUIREMENTS A Minimum Requirements Comply with specifications and referenced standards B Product Provision Provide products complete with all accessories, trim, finish, safety guards, and other devices and details needed for a complete installation and for the intended use and effect C Components Items required to be supplied in quantity within a specification section shall be the same and shall be interchangeable D Compatibility of Options When Contractor is given the option of selecting between 2 or more products for use on the Project, the product selected shall be compatible with products previously selected, even if previously selected products were also options E Existing Products Do not use materials and equipment removed from existing premises, except as specifically required or permitted by Contract Documents F Nameplates 1 Except for required labels and operating data, do not attach or imprint manufacturer's nameplates or trademarks on exposed surfaces of products that will be exposed to view in occupied spaces or on the exterior 2 Labels Locate required product labels and stamps on concealed surfaces or, where required for observation after installation, on an accessible surface that is not conspicuous 3 Equipment Nameplates a Provide permanent nameplate on each item of service -connected or power -operated equipment b Locate on an easily accessible surface that is Inconspicuous in occupied spaces c Provide the following Information and other essential operating data on nameplate 1) Name of product and manufacturer 2) Model and serial number 3) Capacity 4) Speed 5) Ratings 105 DELIVERY, STORAGE, AND HANDLING A General Requirements 1 Deliver, store and handle products in accordance with the manufacturer's recommendations 2 Schedule and coordinate the delivery of materials to ensure personnel and equipment will be available at the Site 3 Sequence deliveries to avoid delays but minimize on -site storage 4 Prevent damage, deterioration, soiling, and loss, including theft 5 Repair or replace damaged materials at no additional cost to Owner B Packing and Shipping Deliver products to the lobsite in manufacturer's sealed containers bearing the manufacturer's name and brand, and appropriate UL labels for fire hazard and fire resistance classification C Acceptance at Site 1 Promptly inspect shipments to ensure that a Products comply with requirements b Quantities are correct c Products are undamaged 202507139 2 Replace damaged or defective materials D Storage and Protection 1 Store with manufacturer's seals and labels intact and legible Brush Creek Transmission Main TOWN PROJECT NO 52 59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Materials and Equipment 016000-2 2 Store sensitive products in weather -tight, climate -controlled enclosures 3 Cover products subject to deterioration with impervious sheet covering, providing ventilation to avoid condensation 4 For exterior storage of fabricated products, place on sloped supports, above ground 5 Store loose granular materials on solid flat surfaces in a well -drained area Prevent mixing with foreign matter 6 Provide off -site storage and protection when Site does not permit on -site storage or protection 7 Protect stored materials from damage by adjacent work, falling debris, or equipment 8 Arrange storage of products to permit access for inspection Periodically inspect to assure products are undamaged and are maintained under required conditions 1 06 PRODUCT SELECTION A Product selection is governed by the Contract Documents, and governing regulations by previous project experience B Proprietary Specification Requirements Where only a single product or manufacturer is named, provide the product indicated No substitutions will be permitted C Semi-Propnetary Specification Requirements 1 Where 2 or more products or manufacturers are named, provide 1 of the products indicated No substitutions will be permitted 2 Where products or manufacturers are specified by name, accompanied by the term "or equal," or .,or approved equal", comply with Section 01 25 13 or other Contract Document provisions concerning "substitutions" to obtain approval for use of an unnamed product 3 Contractors and suppliers will be expected to provide the specified product unless prior approval is received from Owner's office in sufficient time to notify Bidders through addendum D Descriptive Specification Requirements Where specifications describe a product or assembly, listing exact characteristics required, with or without use of a brand or trade name, provide a product or assembly that provides the characteristics and otherwise complies with Contract requirements E Performance Specification Requirements 1 Where specifications require compliance with performance requirements, provide products that comply with these requirements, and are recommended by the manufacturer for the application indicated 2 Manufacturer's recommendations may be contained in published product literature, or by the manufacturer's certification of performance 3 General overall performance of a product is implied where the product is specified for a specific application F Compliance with Standards, Codes and Regulations Where the specifications only require compliance with an imposed code, standard or regulation, select a product that complies with applicable standards, codes and regulations G Visual Matching 1 Where specifications require matching an established sample, Owner's decision will be final on whether a proposed product matches satisfactorily 2 Where no product available within the specified category matches satisfactorily but complies with other specified requirements, comply with provisions of the Contract Documents concerning "substitutions" for selection of a matching product, or for noncompliance with specified requirements 202507/39 H Visual Selection Where specified product requirements include the phrase " as selected from manufacturer's standard colors, patterns, textures "or a similar phrase, select a product and Brush Creek Transmission Main Materials and Equipment TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 01 60 00 3 manufacturer that comply with other specified requirements Owner will select the color, pattern and texture from the product line selected PART 2 PRODUCTS Not Used PART 3 EXECUTION 3 01 CLEANING AND PROTECTION A Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Materials and Equipment 016000-4 DOCUMENT 01 72 00 START-UP, DEMONSTRATION, AND INSTRUCTION OF SYSTEMS PART 1 — GENERAL 101 SECTION INCLUDES A Start-up and Training B Demonstration 102 REFERENCE A Section 0133 00 - Submittals B Section 0145 00 - Quality Control 103 DEFINITIONS A Start -Up and Training Period The period of time after initial installation/construction during which the Contractor and manufacturer's agents verify installation requirements, test systems, provide Owner with training, initially operate, calibrate and adjust systems to the extent possible without initiating process flow through the facility B Demonstration Period A specified consecutive period of time immediately following the start-up and training period The Contractor initiates process flow through the facility and operates the system C System Arrangement of items of equipment, components, piping, wiring, instrumentation, materials, or incidentals so related or connected to form a functional and operational unit 104 SUBMITTALS A Submit details of the procedures for start-up and demonstration of all equipment to be operated singly and together, including such procedures that have been delineated in the individual specification sections B Forms verifying completion of all start-up and testing activities including receipt of all specified items from manufacturer prior to initiation of demonstration period PART 2 — PRODUCTS 202507139 Not used Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Start Up, Demonstration & Instruction of Systems 017200-1 PART 3 — EXECUTION 3 01 EXECUTION A Start-up and Training 1 The amount of time required for start-up and training on each item of equipment and system is that specified in individual sections 2 Properly connect, align, calibrate, and adjust all system components Check out procedures include but are not necessarily limited to a Ring out of all power, control and monitoring circuits prior to connection b Voltage check of all circuits c Phase sequence check d Connecting piping system cleanliness check e Alignment check of all connected machinery f Pressure and vacuum testing of all closed systems g Check of lubrication h Calibration of all safety equipment i Manual rotation/movement of moving parts to assure freedom of movement J "Bump starting" of electric motors to verify proper rotation k Check of valuing orientation and position status for manual operating mode 1 Clean water testing of tankage for integrity in Checkout of pumping equipment through clean water testing n Verify proper instrumentation and control signal generation, transmission, reception and response 3 Owner shall witness Contractor operation of each system to verify functional integrity 4 Complete all training as the last item of start-up and training period a Training on individual systems will not be considered as meeting the Contract requirements unless 1) During training, no system malfunctions occur 2) All provisions of field/classroom training specifications are met b Training not in compliance with the above will be performed again in its entirety by the manufacturer at not additional cost to the Owner 5 Field and classroom training requirements a All equipment shall have installation checks, testing, and adjustment completed prior to classroom training b Classroom training will be held on -site c The Contractor shall notify each manufacturer specified for on -site training that the Owner reserves the right to video tape record any or all training sessions Each training session shall be organized in a format compatible with video recording d Training instructors shall be qualified, factory trained, and familiar with 202507139 giving both classroom and "hands-on" instructions e Manufacturer's representatives shall be at classes on time Session beginning and ending tunes to be coordinated with the Owner Normal time Brush Creek Transmission Main Start -Up, Demonstration & Instruction of Systems TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 0172 00 - 2 lengths for class periods can vary, but short rest breaks should be allowed f Divide training sessions into maintenance verses operation topics g The Contractor/manufacturer's representatives shall plan for minimum class attendance of 6 people at each session and shall have sufficient classroom materials, samples, and handouts for those in attendance h Instructors are to have a typed agenda and well prepared instructional material The use of visual aids such as films, pictures, and slides is recommended during the classroom training programs Equipmentrequired for presentation of films, slides, and other visual aids shall be provided by the Contractor i The on -site training sessions shall cover the information required in the Operation and Maintenance manuals including 1) Operation of equipment 2) Lubrication of equipment 3) Maintenance and repair of equipment 4) Troubleshooting of equipment 5) Preventive maintenance procedures 6) Adjustments to equipment 7) Inventory of spare parts 8) Optimizing equipment performance 9) Capabilities 10) Operational Safety 11) Emergency situation response 12) Takedown procedures (disassembly/assembly) B Demonstration Period 1 The time required to demonstrate operation and performance of each item of equipment and each system is presented in the following table During the demonstration period, full operation shall be achieved without interruption of equipment or system or need of adjustment or repair Interruption of equipment or system or need for adjustment or repair shall result in recommencing demonstration period at zero elapsed time The Contractor shall furnish all operational labor, utilities, and expendables during the start-up and training, and demonstration periods SYSTEM DEMONSTRATION PERIOD SCADA 24 hours Site Electrical 24 hours 2 After successful completion of the startup and training, and demonstrationpenods, 202507139 the Owner will furnish all operational labor, utilities, chemicals, expendables and cost of normal wear for the equipment or system or direct shut down and protection of the system until total project acceptance All systems and equipment shall be Brush Creek Transmission Main Start Up, Demonstration & Instruction of Systems TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 0172 00 - 3 202507139 clean at the completion of their startup and training, and demonstration periods 3 Document demonstration period activities on the following form RECORD OF ACTIVITIES ITEM NO DATE TIME DESCRIPTION/CORRECTIVE ACTION RESTART TEST (YES/NO) Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Start Up, Demonstration & Instruction of Systems 017200-4 3 02 LIST OF FORMS A Field Switch Calibration Test Data Form B Transmitter Calibration Test Data Form C Miscellaneous Instrument Calibration Test Data Form END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Start -Up, Demonstration & Instruction of Systems 017200 5 [THIS PAGE INTENTIONALLY LEFT BLANK] 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Start -Up, Demonstration & Instruction of Systems GZ��f�A1d1IIy A FIELD SWITCH CALIBRATION TEST DATA FORM Tag No and Description Make and Model No _ Input Scale Set Point(s) Serial No Range Simulate process variable (flow, pressure, temperature, etc ) and set desired set points(s) Run through entire range of switch and calculate deadband Set Point Incr Input Decr Input Calc Trip Point Required Deadband Deadband Trip Point CERTIR 202507139 WITNESSED Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Date_ Contractor's Representative Date_ Owner's Representative Start -Up, Demonstration & Instruction of Systems 017200-7 [THIS PAGE INTENTIONALLY LEFT BLANK] 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Start Up, Demonstration & Instruction of Systems 017200 8 B TRANSMITTER CALIBRATION TEST DATA FORM Tag No and Description Make and Model No Input Scale Serial No Chart Range Simulate process variable (flow pressure, temperature, etc ) and measure output with appropriate meter % of Range Expected Input Actual Reading Reading % Deviation 0 50 11--00 % Deviation Allowed CERTIFIED WITN 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Date_ Contractor's Representative Date_ Owner's Representative Start -Up, Demonstration & Instruction of Systems 017200 9 [THIS PAGE INTENTIONALLY LEFT BLANK] 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado Start -Up, Demonstration & Instruction of Systems 0172 00 -10 C MISCELLANEOUS INSTRUMENT CALIBRATION TEST DATA FORM (For instruments not covered by any of the preceding test forms, the Contractor shall create a form containing all necessary information and calibration procedures ) CERTIFIED 202507139 Date_ Contractor's Representative WITNESSED Date_ Owner's Representative Brush Creek Transmission Main Start Up, Demonstration & Instruction of Systems TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado 0172 00 -11 [THIS PAGE INTENTIONALLY LEFT BLANK] 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Start -Up, Demonstration & Instruction of Systems 017200 12 [THIS PAGE INTENTIONALLY LEFT BLANK] 202507139 SECTION 01 77 00 CLOSEOUT PROCEDURES PART 1 GENERAL 101 SUMMARY A Administrative and procedural requirements for contract closeout, including 1 Submittals 2 Inspection procedures 3 Warranties 4 Record document submittals 5 Final cleaning 6 Pest control B Related Sections 1 Section 01 78 23 - Operation and Maintenance Data 2 Specific requirements for individual units of work are included in appropriate technical sections 102 SUBSTANTIAL COMPLETION A Complete the following before requesting Owner's inspection for certification of Substantial Completion for each phase of work List items that are incomplete in request 1 Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete 2 Obtain, submit releases enabling Owner unrestricted use of the Work and access to services and utilities 3 Regulatory requirements a Where required, obtain occupancy permits, operating certificates, similar releases b Obtain elevator inspection from State Inspector 4 Bonding and insurance a Consent of Surety to Reduction In or Partial Release of Retainage b Advise Owner of pending insurance change -over -requirements B Inspection Procedures 1 When prerequisites are complete, submit request in writing to Owner stating that all requirements are satisfied, and requesting inspection 2 Upon receipt of Contractor's request for inspection, Owner will either proceed with inspection or advise Contractor of unfilled prerequisites 3 Following initial inspection, Owner will either prepare Certificate of Substantial Completion, or advise Contractor of work which must be performed before certificate will be issued Owner will repeat inspection when requested and when assured that work has been substantially completed 4 Results of completed inspection will form the basis of requirements for Final Acceptance 103 FINAL ACCEPTANCE A Before requesting final inspection for determining date of Final Completion, complete the following 1 Submittals a Lien Waivers (from all subcontractors and suppliers) b Certificate of Substantial Completion 202507139 c Contractor's Affidavit of Payment of Debts and Claims d Contractor's Affidavit of Release of Liens e Consent of Surety (if Performance Bond provided) 1) To Partial Release of Retainage Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Closeout Procedures 017700-1 2) To Final Payment f Assurance that unsettled claims will be settled g Proof that fees and similar obligations have been paid h Evidence of final, continuing insurance coverage complying with insurance requirements I Certified copy of Owner's final punch list of Itemized work to be completed or corrected, stating that each Item has been completed or otherwise resolved for acceptance and has been endorsed and dated by Owner 2 Warranties Submit specific warranties, workmanship/maintenance bonds, maintenance agreements, final certifications, similar documents on, but not limited to, the following items a Hardware b appurtenances c Maintenance instructions d Maintenance services e Maintenance manuals See Section 01 78 23 1) Organize operating, maintenance data into suitable sets of manageable size 2) Bind into individual heavy-duty 2-inch, 3-ring vinyl -covered binders with pocket folders, each set of data, marked with appropriate identification on both front and spine of each binder 3) Include a) Emergency instructions b) Spare parts listing c) Copies of warranties d) Wiring diagrams e) Recommended "turnaround" cycles f) Inspection procedures g) Shop Drawings and Product Data 3 Miscellaneous Record Submittals a Refer to other sections of specifications for requirements of miscellaneous record keeping and submittals in connection with actual performance of work b Complete miscellaneous records, place in good order, properly identified and bound or filed, ready for continued use and reference 4 Records a Test/adjust/balance records b Startup performance reports B Record Drawings Submit to Owner a set of record prints marked to show "as -built" conditions for work of contract C Adjusting 1 Repair and restore marred exposed finishes 2 Touch up of painting of marred surfaces 3 Complete final cleaning requirements D Final Payment Request 1 Include certificates of insurance for products and completed operations where required 2 Updated final statement, accounting for final additional changes to Contract Sum 3 Final liquidated damages settlement statement, acceptable to Owner E Re -inspection Procedure 1 Owner will re -inspect work upon receipt of notice that work, including punch list items resulting from earlier inspections, has been completed, except for items whose completion has been delayed because of circumstances that are acceptable to Owner 202507139 2 Owner will either prepare a certificate of final acceptance, or will advise Contractor of work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance 3 If necessary, re -inspection procedure will be repeated Brush Creek Transmission Main TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Closeout Procedures 017700-2 1 04 TRANSFER OF SITE TO OWNER A Deliver tools, spare parts, extra materials and similar items to location designated by Owner Label with manufacturer's name and model number where applicable B Change door locks to Owner's access Advise Owner's personnel of changeover in security provisions C Advise Owner of changeover in heat and other utilities D Submit changeover information related to Owner's occupancy, use, operation, and maintenance 1 05 OPERATING AND MAINTENANCE INSTRUCTIONS/DEMONSTRATIONS A Arrange for each installer of operating equipment and other work requiring regular or continuing maintenance, to meet at Site with Owner's personnel to provide necessary basic instruction in proper operation and maintenance of entire work Where installers are not experienced in required procedures, include instruction by manufacturer's representatives B Provide detailed review of following items 1 Maintenance manuals 2 Record documents 3 Spare parts and materials 4 Tools 5 Lubricants 6 Fuels 7 Identification systems 8 Control sequences 9 Hazards 10 Cleaning materials and procedures 11 Warranties, bonds, maintenance agreements similar continuing commitments C As part of this instruction for operating equipment, demonstrate following procedures 1 Start-up 2 Shut -down 3 Emergency operations 4 Noise and vibration adjustments 5 Safety procedures 6 Economy and efficiency adjustments 7 Effective energy utilization D Provide a video tape of above procedures PART 2 PRODUCTS 2 01 CLEANING AGENTS A Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned B Do not use cleaning agents that are potentially hazardous to health or property or that might damage 202507139 finished surfaces Brush Creek Transmission Main Closeout Procedures TOWN PROJECT NO 52-59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 0177 00 - 3 PART 3 EXECUTION 3 01 FINAL CLEANING A Provide final cleaning, following manufacturer's written instructions B Conduct cleaning and waste -removal operations to comply with local laws and ordinances, and federal and local environmental and antipollution regulations C Employ experienced workers or professional cleaners for final cleaning D Comply with safety standards for cleaning 1 Do not burn waste materials 2 Do not bury debris or excess materials on Owner's property 3 Do not discharge volatile, harmful, or dangerous materials into drainage systems 4 Remove waste materials from Site and dispose of lawfully E Clean Site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances F Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program 1 Sweep paved areas broom clean Remove petrochemical spills, stains, and other foreign deposits 2 Rake grounds that are neither planted nor paved to a smooth, even -textured surface 3 Remove tools, construction equipment, machinery, and surplus material from Site 4 Remove snow and Ice to provide safe access to building 5 Clean exposed exterior and Interior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances Avoid disturbing natural weathering of exterior surfaces Restore reflective surfaces to their original condition 6 Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces 7 Sweep concrete floors broom clean in unoccupied spaces 8 Vacuum carpet and similar soft surfaces, removing debris and excess nap, shampoo if visible soil or stains remain 9 Clean transparent materials, including mirrors and glass in doors and windows Remove glazing compounds and other noticeable, vision -obscuring materials Replace chipped or broken glass and other damaged transparent materials Polish mirrors and glass, taking care not to scratch surfaces 10 Remove labels that are not permanent 11 Wipe surfaces of mechanical and electrical equipment, elevator equipment, and similar equipment Remove excess lubrication, paint and mortar droppings, and other foreign substances 12 Replace parts subject to unusual operating conditions 13 Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure 14 Replace disposable air filters and clean permanent air filters Clean exposed surfaces of diffusers, registers, and grills 15 Clean ducts, blowers, and coils if units were operated without filters during construction 16 Clean light fixtures, lamps, globes, and reflectors to function with full efficiency Replace burned - out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures 202507139 END OF SECTION Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Closeout Procedures 017700 4 DOCUMENT 01 78 36 WARRANTIES, GUARANTEES AND BONDS 9-3R6Qe1:I►1=131I 101 SCOPE OF WORK A This Section specifies general administrative and procedural requirements for warranties, guaranties and bonds required by the Contract Documents, including manufacturer's standard warranties on products and special warranties 102 RELATED WORK A Refer to General Conditions for requirements relating to warranties and bonds B General closeout requirements are included 1n Section 0177 00 — Contract Closeout C Specific requirements for warranties for the work and products and installations that are specified to be warranted are included in the individual Sections 103 SUBMITTALS A Submit written warranties to the Owner prior to the date fixed for Substantial Completion If the Certificate of Substantial Completion designates a commencement date for warranties other than the date of Substantial Completion for the work, or a designated portion of the work, submit written warranties upon request of the Owner 104 WARRANTY REQUIREMENT A Related Damages and Losses When correcting warranted work that has failed, remove and replace other work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted work B Reinstatement of Warranty When work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation C Replacement Cost Upon determination that work covered by a warranty has failed, replace or rebuild the work to an acceptable condition complying with requirements of Contract Documents The Contractor is responsible for the cost of replacing or rebuilding defective work regardless of whether the Owner has benefited from use of the work through a portion 202507139 of its anticipated useful service life Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Warranties, Guarantees, and Bonds 017200-1 D Owner's Recourse Written warranties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, rights, and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies E Rejection of Warranties The Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the contract Documents F Disclaimers and Limitations Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the work that incorporates the products, nor does it relieve suppliers, manufacturers and subcontractors required to countersign special warranties with the Contractor 105 MANUFACTURERS' CERTIFICATIONS A Where required, the Contractor shall supply evidence, satisfactory to the Engineer, that the Contractor can obtain manufacturers' certifications as to the Contractor's installation of equipment 106 DEFINITIONS A Standard Product Warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner B Special Warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner PART 2 — PRODUCTS Not used PART 3 — EXECUTION Not used 202507139 END OF SECTION Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Warranties, Guarantees, and Bonds 017200-2 SECTION 03 05 16 PRECAST CONCRETE UTILITY STRUCTURES PART1-GENERAL 1 01 SUMMARY A This Section includes providing and installing precast concrete utility structures, including all required labor, material, and equipment 102 REFERENCES A Work performed and material supplied under this Section shall conform to the requirements of the following specifications, latest edition Requirements specifically enumerated in this Section or shown on the Drawings supersede the reference specifications In case of a disagreement between specifications, the more stringent requirements shall govern unless a written clarification is issued B PCI MNL-120 — PCI Design Handbook -Precast and Prestressed Concrete C PCI MNL-116 — Manual for Quality Control for Plants and Production of Structural Precast Concrete Products D ACI 301 — Specifications for Structural Concrete E ACI 318 — Building Code Requirements for Structural Concrete F ACI 350 — Environmental Structures Code Requirements G ASTM A 48 — Standard Specification for Gray Iron Castings H ASTM C 857 — Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures I ASTM C 858 — Standard Specification for Underground Precast Concrete Utility Structures J ASTM C 890 — Standard Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater Structures K ASTM C 913 — Standard Specification for Precast Concrete Water and Wastewater Structures L Additional ASTM specifications noted in this Section in reference to specific materials M AWS D1 4 — Structural Welding Code -Reinforcing Steel N CRSI — Manual of Standard Practice 1 03 QUALITY ASSURANCE 2025071 %Structural Performance Engineer, fabricate, and install precast utility structures to withstand design loadings Such loading may include, but are not limited to 1 Loadings indicated on drawings 2 Loadings indicated in this Specification Brush Creek Transmission Main TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Pre cast Concrete Utility Structures 030506-1 3 Loadings in accordance with ASTM C 857 4 Loadings in accordance with ASTM C 890 5 Loads applied during leak testing 6 Transportation, erection, and installation loads B Fabricator Qualifications Engage a firm experienced in producing precast concrete utility structures similar to those indicated for this project and with a record of successful in-service performance as well as sufficient production capacity to produce required units without delaying the work C Engineering Responsibility Engage a fabricator who assumes undivided responsibility for engineering precast concrete utility structures by employing a qualified professional engineer to prepare design calculations, shop drawings, and other structural data 1 Professional Engineer Qualifications A professional engineer licensed in the State of Colorado and experienced in providing engineering services that have resulted in fabrication and successful in-service performance of precast concrete utility structures similar to this project D Installer Qualifications Engage an experienced installer who has completed precast concrete utility structure work similar in design and extent to that indicated for this project and with a record of successful in-service performance 1 04 SUBMITTALS A Shop Drawings 1 All shop drawings shall be original drawings and shall not be reproductions of the contract documents 2 Indicate layout, dimensions, thicknesses, and required field assembly for each precast utility structure Detail loose, cast -in, and field hardware, inserts, connections, joints, and lift points Detail accessories and construction at openings 3 Submit detailed drawings for fabrication, bending, and placement of concrete reinforcement indicating size, dimension, bending, placing, and construction joint details Include all accessories specified and required to support reinforcement 4 Indicate locations and details of anchorage devices that are to be embedded in other construction Furnish templates, if required, for accurate placement B Calculations Submit design calculations for precast utility structures sealed and signed by the qualified professional engineer responsible for their preparation Clearly indicate design loadings, spans, material strengths, and any assumptions made C Design mixes for each concrete mix Submit revised mix proportions when characteristics of materials, project conditions, weather, test results, or other circumstances warrant adjustments D Material test reports from a qualified independent agency showing compliance with 202507139 requirements of the following, based on comprehensive testing 1 Concrete materials 2 Reinforcing materials 3 Prestressing strands Brush Creek Transmission Main TOWN PROJECT NO 52 59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Pre cast Concrete Utility Structures 030506-2 4 Admixtures 5 Material certificates in lieu of agency test reports, when permitted by Engineer, signed by fabricator certifying that each material item complies with requirements E Product data for accessories, manhole lids and frames, access hatches, ladder rungs, etc 1 05 DELIVERY, STORAGE, AND HANDLING A Deliver precast concrete utility structures to project site in such quantities and at such times to ensure continuity of installation Store units at project site to prevent cracking, distorting, staining, or other physical damage, and so that markings are visible B Lift and support units only at designated lifting or supporting points as shown on final shop drawings PART 2 — PRODUCTS 2 01 PRECAST CONCRETE UTILITY STRUCTURES A General 1 Cast -in openings larger than 10 inches according to final shop drawings Smaller holes may be field cut by trades requiring them, as acceptable to Engineer and Fabricator 2 For interior concrete surfaces, where legs of supports for reinforcement are in contact with forms, provide supports with legs that are protected with plastic (CRSI, Class 1) 3 Identify pickup points for precast concrete utility structures with permanent markings, complying with markings indicated on final shop drawings Imprint casting date on each precast structure 4 Formed surfaces of precast concrete structures shall have a normal plant -run finish produced in forms that impart a smooth finish to concrete Small surface holes caused by air bubbles, normal color variations, and form joint marks, and minor chips and spalls will be tolerated Major or unsightly imperfections, leaks, honeycombs, or structural defects are not permitted 5 Finish unformed surfaces to a smooth float finish, where untopped, or to a roughened (raked) finish where concrete topping will be placed 6 Defective Work Precast concrete utility structures that do not conform to requirements, including strength, manufacturing tolerances, and finishes, are unacceptable Replace with precast concrete units that meet requirements B Provide non -liquid containing precast concrete utility structures in accordance with ASTM C 857 and the following additional requirements 1 Design loads a HS-20 vehicle load over structure b Groundwater shall be assumed to be at grade 202507139 c Buoyancy calculations shall assume structure is empty d Soil density = 120 pcf e Soil internal friction angle = 280 2 Materials a Minimum concrete thickness to be 5 IN Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Pre cast Concrete Utility Structures 030506-3 b Cement to be Type II c Minimum 28-day concrete strength to be 4,000 psi d Maximum w/c ratio to be 0 45 e Concrete entrained air content to be 4 5% to 7 5% 2 02 STRUCTURE COMPONENTS A Acceptable manufacturers Subject to compliance with the Contract Documents, the following manufacturers are acceptable 1 Manhole steps, rings, covers and frames a Neenah Foundry b Deeter Foundry c J Mark Corporation d Municipal Castings e Castings, Inc 2 Premolded Joint Compound a Ram Nec b Kent Seal B Frames and Cover 1 Provide cast or ductile iron frame and covers made of material meeting ASTM A 48, Class 35 (minimum) 2 Use only cast or ductile iron of best quality, free from imperfections and blow holes 3 Furnish frame and cover of heavy-duty construction, with a minimum total weight of 400 pounds 4 Machine all horizontal surfaces Furnish unit with solid non -ventilated lid with concealed pickholes Coordinate the cover lettering with the owner 6 Ensure minimum clear openings of 24-inch diameter and 30-inch diameter as shown on plans 7 Buried manholes Neenah R1915 series or equal, bolted lid with neoprene gasket Place layer of 8-mil polyethylene over manhole cover prior to backfill 8 Exposed manholes Neenah R1915 series or equal, bolted lid with neoprene gasket Provide anchor bolt holes and anchor rods C Manhole Steps 1 Provide plastic or plastic -coated steel manhole steps where indicated with a safety tread Spacing and dimensions of steps shall comply with OSHA requirements 2 Ensure maximum distance from surface to first rung is not greater than 16 inches and that maximum spacing on remaining steps is 12 inches on center Locate steps such that center of rungs is nominal 6 inches clear of wall 3 Minimum step width of 13 inches 4 Install in conformance with manufacturer's recommendations PART 3 — EXECUTION KI011F*ITigI IZ/jNC67► A Examine subgrade and conditions for compliance with requirements, including installation tolerances, bearing surfaces, and other conditions affecting performance of precast concrete utility structures Do not proceed with installation until unsatisfactory conditions have been corrected 202507139 3 02 INSTALLATION A Set at such elevation that pipe sections built into wall of structure (if applicable) will be true extensions of the line of the pipe Brush Creek Transmission Main Pre cast Concrete Utility Structures TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 03 05 06 4 B Separate sections of precast utility structure shall be set with pre -molded joint compound C Set and adjust frame and cover to match finished pavement grade elevation In unpaved areas, the top of the frame shall be elevated 6-inches above finished grade 3 03 CLEANING AND CHIP REPAIR A Clean exposed surfaces of precast concrete utility structures after erection to remove unsightly markings, dirt, and stains B Repair minor chips in concrete using a repair mortar provided by the manufacturer Finish repairs to match adjacent surfaces C Do not repair major chips or cracks without specific written authorization of the Engineer and the Fabricator END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Pre cast Concrete Utility Structures 030506-5 SECTION 03 30 00 CAST -IN -PLACE CONCRETE PART 1 GENERAL 101 SUMMARY A Furnish and install all cast -in -place concrete and accessories B Related Sections 1 Section 03 11 00 - Concrete Forming 2 Section 03 20 00 - Concrete Reinforcing 102 REFERENCES A ACI 1 301 - Specifications for Structural Concrete for Buildings 2 305 - Hot Weather Concreting 3 306 - Cold Weather Concreting 4 309 - Recommended Practice for Consolidation of Concrete 5 350 - Environmental Engineering Concrete Structures B ASTM 1 A36 - Carbon Structural Steel 2 A307 - Carbon Steel Bolts and Studs 3 A615 - Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement 4 C33 - Standard Specification for Concrete Aggregates 5 C94 - Standard Specification for Ready -Mixed Concrete 6 C171 - Standard Specification for Sheet Materials for Curing Concrete 7 C260 - Standard Specification for Air -Entraining Admixtures for Concrete 8 C478 - Standard Specification for Precast Reinforced Concrete Manhole Sections 9 C494 - Standard Specification for Chemical Admixtures for Concrete 10 C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete 11 C989 - Standard Specification for Slag Cement for Use in Concrete and Mortars 12 C1240 - Standard Specification for Silica Fume Used in Cementitious Mixtures 13 D1741 - Test Method for Functional Life of Ball Bearing Greases (Withdrawn 1991) 103 SUBMITTALS A Submit manufacturer's data for concrete admixtures, liquid curing material, floor joint filler, finishing compounds, bonding agents, and adhesive anchoring material B Submit concrete aggregate test reports and concrete mix designs at least 14 days prior to placement of concrete C Submit results of concrete strength tests 1 04 QUALITY ASSURANCE 202507139 A Comply with ACI 301, except as modified in this Section Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Cast -in -Place Concrete 033000-1 B Retain an independent testing laboratory approved by Owner to perform the work listed below All costs for this testing shall be paid by Contractor 1 Test proposed aggregate 2 Design concrete mixes for each type of concrete specified 3 Perform air content and slump of concrete from each truck 4 Cast concrete cylinders for strength tests 5 Test concrete cylinders C Aggregate Tests Test aggregates for compliance with ASTM C33 D Concrete Mix Design 1 Prepare mix designs for each type of concrete specified 2 Design concrete mixes in accordance with ACI 301 105 PRODUCT HANDLING A Do not store forms, shores, reinforcing, equipment, or other material on finished slab surfaces PART 2 PRODUCTS 2 01 CONCRETE MATERIAL A Cement Conform to ASTM C150, Type I 1 Alkali content less than or equal to 0 6 percent (expressed as Na20) 2 Provide cement from one source of supply B Aggregate 1 Coarse Aggregate ASTM C33-5S a Provide from 1 source of supply b For exterior exposed surfaces 2 Fine Aggregate ASTM C33 a Provide from 1 source of supply b For exterior exposed surfaces 3 Do not use fine or coarse aggregates containing spalling-causing deleterious substances 4 Local aggregates not complying with ASTM C33 but which have been shown by special test or actual service to produce concrete of adequate strength and durability may be used when approved by Owner 5 Maximum Size a 1/5 the narrowest dimension of concrete member, nor b 1/3 the depth of slab, nor c 3/4 the clear spacing between reinforcement bars, nor d 1-1/2 inches 6 Gradation sizes 467, 57 or 67 ASTM C33, Table 2 C Water Clean potable and free from deleterious amounts of oil, acid, alkali, or other foreign matter 2 02 ADMIXTURES A Air Entraining Admixture ASTM C260 B Water Reducing Admixture ASTM C494, Type A 202507139 C High Range Water -Reducing Admixtures (Superplasticizer) ASTM C494, Type F and contain no chlorides D Retarding Admixtures ASTM C494, Types B and D Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGI-T- 180269 Town of Eagle Colorado Cast In Place Concrete 03 30 00 2 E Set -Accelerating Admixtures ASTM C494, Type C No chloride containing admixtures will be allowed F Viscosity Modifying Admixture Demonstrate compatibility with other admixtures G Pozzolans 1 Fly Ash ASTM C618, Class C or F Loss on ignition shall be limited to 3 percent maximum 2 Ground Granulated Blast -Furnace Slag ASTM C989, Grade 100 or 120 3 Silica Fume ASTM C1240, 6 percent maximum 2 03 MISCELLANEOUS MATERIAL A Burlap -Polyethylene Sheet Burlap weighing not less than 10 ounces per linear yard, 40 inches wide impregnated on 1 side with white opaque polyethylene 0 006 inch thick Sheeting shall conform to ASTM C171 B Liquid Curing Compound ASTM C309, Type 1-D, Class B clear or translucent with fugitive dye Do not apply to floor slabs C Expansion Joint Material Bituminous fiber type conforming to ASTM D1751 with bituminous or paraffin binder D PVC Waterstops 1 Serrated type with centerbulb 2 Material Virgin PVC 3 Minimum Thickness 3/16 inch 4 Greenstreak Plastic Products Company, specification grade, or approved equal 5 Install 4 inch width for construction joints located flush with slab or wall a Centerbulb diameter 3/4 inch minimum 6 Install 6-inch width for all other construction joints, unless otherwise noted a Centerbulb diameter 15/16 inch minimum 7 Water Stop Joints Manufacturer's standard prefabricated joints at intersection points and corners E Hydrophilic Waterstops 1 Rubber Concrete Joint Volclay Akwastop in accordance with manufacturer's recommendations, or approved equal 2 Bentonite RX 101 Colloid Environmental Technologies Company, installed per manufacturer's specification with approved bonding agent F Interior Joint Filler Multi -component, fast -curing, polyurethane sealant 1 Meet or exceed ASTM C920-02, Type M, Grade NS, Class 50 2 Use T, NT, M, A and O 3 Product Dymerica 240FC by Tremco or approved equal G Exterior Joint Sealant 2 parts, self -leveling, polyurethane sealant 1 Sonolastic SL2 manufactured by Sonneborn, or approved equal H Bonding Agent Acryl 60 manufactured by Thoro System Products, or approved equal I Adhesive for anchoring steel reinforcement dowels and threaded rods in concrete 2 component injected epoxy structural adhesive 1 Approved Products 202507139 a Hilti RE-500 Adhesive by Hilti Fastening Systems b Epoxy -Tie Adhesive by Simpson Strong -Tie c Epogel by Sonneborn Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Cast In Place Concrete 03 30 00 3 Epoxy Injection Sika 35, Hi -Mod, LV or equal with Sikadur 31 Paste Epoxy or equal to be installed as manufacturer's recommendations K Plastic Coated Manhole Rungs Copolymer Polypropylene Plastic in accordance with ASTM C478 and ASTM A615 as manufactured by M A Industries, Inc, or approved equal L Dovetail Anchor Slot 18 gage stainless steel M Sub -Slab Vapor Barrier ASTM E1745, Class A, minimum 10 mils thick polyethylene film, water vapor transmission of 0 00 or perm level of 0 01 2 04 CONCRETE MIX PROPORTIONS A See Table 2 1 at the end of the Section PART 3 EXECUTION 3 01 CONCRETE PRODUCTION A Ready -mixed concrete Comply with ASTM C94 1 Air Temperature between 85 degrees Fahrenheit (30 degrees Celsius) and 90 degrees Fahrenheit (32 degrees Celsius) Reduce mixing and delivery time to 75 minutes 2 Air Temperature above 90 degrees Fahrenheit (32 degrees Celsius) Reduce mixing and delivery time to 60 minutes 3 Batch Ticket Provide for each batch discharged and used in work, indicating project identification name and number date, mix type, mix time, quantity and amount of water introduced and available B Mix concrete only in quantities for immediate use Concrete which has set shall be discarded and shall not be retempered C Do not add water at the Site without the approval of Owner D Add superplasticizer and mix concrete in accordance with manufacturer's specification 3 02 PLACING WATERSTOP A Place waterstop material at all construction joints, unless shown otherwise and confirmed by Owner B Center waterstop in the joint and between each layer of reinforcing steel with each half embedded in concrete Secure waterstop by hog-tying waterstop to protection bar (refer to Drawings) at 12 inches on center prior to placing concrete C Thoroughly and systematically vibrate concrete around the waterstop to ensure positive contact between concrete and waterstop When concrete is being placed, take care not to deflect waterstop out of proper position D Use prefabricated waterstop fittings or follow proper field splicing procedures for all connections and splices 1 Miter all intersecting connections at 45 degrees 2 Use a thermostatically controlled heating iron to heat both ends of waterstop to be connected, then butt splice pieces to be joined with full contact 202507/39 E Follow manufacturer's recommendations for proper preparation and installation of waterstop material Brush Creek Transmission Main Cast -In -Place Concrete TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 03 30 00 - 4 3 03 EMBEDDED ITEMS A Place all sleeves, inserts, anchors, and embedded items required for adjoining work or for its support prior to placing concrete B Position all embedded items accurately and supported against displacement C Temporarily fill voids in sleeves, inserts, and anchor slots with readily removable material to prevent the entry of concrete into the voids 3 04 PREPARATION BEFORE PLACING A Complete formwork and secure all reinforcement and embedded items in place B Remove all snow, ice, and mud prior to placing concrete C Do not place concrete on frozen ground D Do not place concrete on ground with standing water or when upper 2 inches of ground is saturated E Do not place concrete during rain, sleet, or snow 3 05 CONCRETE CONVEYING A Deliver concrete from the mixer to the place of final deposit as rapidly as practical by methods, which will prevent segregation or loss of ingredients 3 06 CONCRETE DEPOSITING A Deposit concrete continuously or in layers of such thickness that no concrete will be deposited on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section B Place concrete at such a rate that the concrete which is being integrated with fresh concrete is still plastic C Do not deposit concrete which has partially hardened or has been contaminated by hardened materials D Remove rejected concrete from the Site E Deposit concrete as nearly as practicable in Its final position to avoid segregation due to handling or flowing F Free fall of concrete shall not exceed 4 feet Use chutes equipped with hopper heads for placing where a drop of more than 4 feet is required 3 07 PLACING CONCRETE SLABS A Deposit and consolidate concrete slabs in a continuous operation B Consolidate concrete placed in slabs by vibrating bridge screeds, roller pipe screeds, or other methods acceptable to Owner 202507/39 1 Bring slab surfaces to the correct level with a straight edge and then strike off 2 Use bullfloats or darbies to smooth the surface, leaving it free from bumps and hollows C Do not leave screed stakes in concrete Brush Creek Transmission Main TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Cast In Place Concrete 033000-5 D Do not sprinkle water on the plastic surface Do not disturb the slab surfaces prior to start of finishing operations E Verify Vapor Barrier is fully installed (where required for floor slab on grade) 1 Install per ASTM E1643 2 Place membrane over compacted fill, minimum number of joints 3 Overlap sheets, minimum inches and seal joints with tape in accordance with manufacturer's recommendation 3 08 COLD WEATHER PLACING A Do not place concrete when the air temperature is less than 40 degrees Fahrenheit without the specific approval of Owner B Cold Weather Concrete Work ACI 306 1, except as modified by the requirements of these Contract Documents C Do not place concrete against any frozen substrate, including subgrade soils and surfaces of formwork D Do not place concrete around any embedment, including reinforcing steel that is at a temperature below freezing E The temperature of the concrete delivered at the site shall conform to the following limitations Minimum Concrete Temperature Air Temperature < 12 Inches Thick 12-36 Inches Thick Degrees Fahrenheit Degrees Fahrenheit Above 30 60 55 0 to 30 65 60 Below 0 70 65 F if water or aggregate is heated above 100 degrees Fahrenheit, combine water with the aggregate in the mixer before cement is added Do not mix cement with water or with mixtures of water and aggregate having a temperature greater than 100 degrees Fahrenheit G When the mean daily temperature is less than 40 degrees Fahrenheit, maintain the temperature of the concrete between 50 and 70 degrees Fahrenheit for the required curing period H Arrangements for Heating, Covering, Insulation, or Housing the Concrete Work 1 Made in advance of placement 2 Adequate to maintain the required temperature without injury due to concentration of cold or heat 3 Keep protection in place for a minimum of 3 days Do not use combustion heaters during the first 24 hours, unless precautions are taken to prevent exposure of the concrete to exhaust gases Once the cold weather concrete protection is removed, continue concrete curing for the remainder of the 10 day curing period 3 09 HOT WEATHER PLACING 202507139 A Comply with ACI 305 when hot weather conditions exist B Maintain concrete temperature at time of placement below 90 degrees Fahrenheit Brush Creek Transmission Main TOWN PROJECT NO 52 59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Cast -in Place Concrete 033000-6 C When the temperature of the steel is greater than 120 degrees Fahrenheit, spray steel forms and reinforcement with water prior to placing concrete D Keep all surfaces protected from rapid drying Provide windbreaks, shading, fog spraying, sprinkling, ponding, or wet covering in advance of placement 310 CONSOLIDATION A Consolidate all concrete in accordance with provisions of ACI 309 B Consolidate each layer of concrete immediately after placing by use of internal concrete vibrators Maintain a frequency of not less than 8,000 vibrations per minute for each internal vibrator C Provide adequate number of units and power source at all times Use a minimum of 2 vibrators for all work and maintain spare units to ensure adequacy D Insert the vibrator so as to penetrate the lift immediately below the one being placed Do not insert the vibrator into lower courses which have begun to set E Limit spacing between insertions of the vibrator to 12-18 inches and do not exceed twice the radius of action as shown in ACI 309 or 18 inches F Do not use vibrators to transport concrete inside the forms G Vibrate concrete to minimize entrapped air and surface voids on formed surfaces 3 11 CONCRETE SLAB FINISHING A Float Finish 1 Apply float finish to all slab surfaces 2 After placing and screeding concrete slabs, do not work the surface until ready for floating Begin floating when the surface water has disappeared and when the concrete has stiffened sufficiently to permit operation of a power -driven float 3 Consolidate the surface with power -driven float or by handfloating if the area is small or inaccessible to power units 4 Check and level the surface plane to a tolerance not exceeding 1/4 inch in 10 feet when tested with a 10 foot straight -edge placed on the surface at not less than 2 different angles 5 Immediately after leveling, refloat the surfaces to a smooth, uniform, granular texture B Trowel Finish 1 Apply steel trowel finish to all interior floor slabs, topping, and stair treads and all tank slabs which do not receive a concrete topping 2 Apply float finish to slabs as described above in Part 3 11 A 3 After floating, begin the first trowel finish operation using a power -driven trowel Begin final troweling when the surface produces a ringing sound as the trowel is moved over the surface 4 Consolidate the concrete surface by the final hand troweling operation, free from trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 1/8 inch in 10 feet when tested with a 10 foot straight -edge C Broom Finish 1 Apply non -slip broom finish to all exterior sidewalks and aprons 2 Apply float finish to slabs as described above in Part 3 11 A 3 Immediately after floating, slightly roughen the concrete surface by brooming in the direction 202507139 perpendicular to the main traffic route Use a fiber -bristle broom Brush Creek Transmission Main TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Cast In Place Concrete 033000-7 312 FINISHING FORMED SURFACES A Provide a smooth formed surface to all formed surfaces not exposed to view, unless otherwise noted in Paragraph B Smooth formed finish shall consist of the following 1 Construct formwork in accordance with standard practices 2 Patch all tie holes and defects larger than 1/8 inch in diameter and/or 1/8 inch deep 3 Remove all fins, seams and concrete "buttons" protruding more than 1/16 inch 4 Perform all Concrete Crack Repairs in accordance with Article 3 14 B 5 Remove all form release agents, curing compounds, hardeners, salts, efflorescence, laitance, loose material, unsound concrete, and other foreign materials by sandblasting, shot blasting, mechanical scarification, or other suitable methods 6 Surface Preparation a Expose, but not undercut or loosen, aggregate b Expose all bugholes, cracks and subsurface voids c Provide a clean, sound substrate with sufficient surface profile 7 Filling of deep voids, bugholes, etc, exceeding 1/8 inch depth a Dampen surface with clean water to obtain saturated surface -dry (SSD) with no standing water b Brush -apply a small quantity of mixed patching material as a scrub coat to prepare substrate Thoroughly key -in and work material throughout cavity to promote bond 1) If scrub coat dries out before wet mortar can be placed, remove scrub coat similar to laitance removal c Place repair mortar onto wet scrub coat using brush with firm trowel pressure 1) Completely fill voids 2) Key in and compact thoroughly to secure bond 3) Apply patching material in lifts of 1/4 inch (8mm) to 2 inches (51mm) and trowel to desired finish promptly after placing material d For successive lifts, thoroughly score each lift and allow reaching initial set before next layer is applied e Perform wet curing of patched areas for the following conditions 1) If temperature exceed 85 degrees Fahrenheit (29 degrees Celsius) 2) If relative humidity is below 30 percent 3) If wind speed exceeds 15 miles per hour 4) If patches are exposed to direct sunlight for 72 hours after placement f Special curing compounds are allowed with approval of Owner and Engineer Do not use solvent -based curing compound 8 Dampen surface with clean water just prior to application of finishing compound 9 Mix 1 part bonding agent to 3 parts clean water for mixing liquid 10 Mix concrete finishing compound with mixing liquid as specified by the manufacturer 11 Apply 2 coats using a stiff fiber brush or textured spray equipment Spray application of the first coat requires back brushing to properly fill voids, bugholes and nonmoving cracks a First coat Apply at 2 pounds per square yard and allow to cure a minimum 24 hours b Second coat Apply at 2 pounds per square yard, allow to set and then float to a uniform finish 12 Perform damp curing to applied product 313 CURING A Immediately after placement, damp cure all concrete for a minimum of 7 days B Cover all slabs and topping with approved burlap -polyethylene film and keep in place throughout the curing period 202507139 C Cover walls, beams, columns and other formed surfaces with burlap -polyethylene film or spray with an approved curing compound Brush Creek Transmission Main Cast -In -Place Concrete TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado 03 30 00 - 8 D Anchor all burlap -polyethylene film at the edges to prevent moisture loss E Rewet all slab surfaces at least once a day during the curing period 314 PATCHING A Repair honeycomb and other defective areas, fill surface voids, and fill form tie holes and similar defects in accordance with ACI 301 B Inject concrete cracks as observed during construction and leak testing operations with epoxy to manufacturer's recommendations Confirm procedures with Owner and Engineer prior to installation C Reinforce or replace deficient work as directed by Engineer and at no additional cost to Owner 315 CLEANUP AND DISPOSAL A Upon completion of the walls and prior to any painting, thoroughly clean all exposed or painted concrete surfaces of all concrete spatters, form oil, or other foreign material detrimental to appearance or painting B Remove all excess concrete debris remaining after completion of placement and form removal from the Site and dispose of in a proper and legal manner 316 ANCHORING DOWELS A Drill hole in concrete to the size and depth recommended by the adhesive supplier and as approved by Engineer B Clean hole with a nylon brush and use compressed air to blow out hole C Fill hole with anchoring adhesive in accordance with manufacturer's recommendations 317 FIELD QUALITY CONTROL A Concrete Strength Tests 1 Mold and cure 4 specimens from each sample in accordance with ASTM C31 Record any deviations from the requirements of ASTM C31 in the test report 2 Test specimens in accordance with ASTM C39 Test 2 specimens at 28 days for acceptance and 1 at 7 days for information Test 1 specimen at 56 days if desired by Engineer 3 Conduct at least 1 strength test for each 100 cubic yards or fraction thereof for each mixture design placed in any 1 day 4 Furnish a copy of the test results to Engineer as soon as available 5 Mold and field cure specimens as required in ASTM C31 6 Acceptance test results shall be the average strengths of the 2 specimens tested at 28 days 7 Conduct load test on test cores of concrete that fail to meet the specified strength, in accordance with ASTM C42 8 Failure to meet strength requirements of the cores, shall be a cause for rejection by Engineer 9 The cost of remedial measures required due to test failures shall be paid for by Contractor B Engineer may request adjustment to concrete mixes when characteristics of materials, job conditions, weather, test results, other circumstances warrant C Concrete Slump Tests 202507/39 1 Determine slump of concrete from each truck in accordance with ASTM C143 2 If slump exceeds maximum allowed, remove batch from work and dispose of off -site 3 Test slump at end of conveying system Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Cast -In -Place Concrete 033000-9 D Concrete Air Content Tests 1 Determine air content of concrete from each truck in accordance with ASTM C231 2 Air content shall be tested at end of conveying system E Concrete Temperature 1 Determine temperature of concrete from each truck in accordance with ASTM C31 2 Test temperature at end of conveying system F Leak Testing Watertight Structures 1 Structures that shall be constructed watertight include the following a Intake Splitter Boxes base slab and walls b Filter Cells (8) base slab and walls c Influent V-Notch Weir Box in each Filter Cell d Flocculator base slab and walls, including inlet and outlet channels e Chlorine Contact Basin base slab walls and cover slab f Backwash Tank base slab, walls and cover slab 2 Water -containing structures shall be accepted as watertight after they have successfully passed the following leakage test a Fill tank structure and leave standing as directed by Engineer to allow for absorption (up to 2 days) b Fill tank structure and a 55 gallon PVC barrel and leave uncovered to determine evaporation loss c Monitor both volumes of water for a period of 24 hours after absorption d The leakage test will be considered successful if there is no visible leakage or visible dampness on the outside of the structure or the measured leakage after correcting for evaporation losses is equal to or less than 0 001 times the tank volume 3 Contractor shall be responsible for the cost of water used in any retests 4 Structures may not be backfilled until they have passed the leakage test 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Cast -in -Place Concrete 03 30 00 10 Table 2-1 Maximum Entrained Air Maximum Pozzolan Content Slump (inches) Fc @ 28 Water/Cement Content Aggregate (Refer to before and after days + Pozzolan (percent of ACI 350, superplasticizer Ratio cement, Moderate Exp ) content A Concrete for walls, grade beams, slabs, beams, columns, base 4,000 0 45 ACI 350 - Section ACI 350 - Table 2 ± 1 before slabs, pads and all psi Table 4 2 3 2 01 B 4 2 1 6± 1 after other concrete unless noted below D Grout - For Filling In 4,000 045 ACI 350 - Section ACI 350 -Table 6 + 13 Bottom Of Tanks psi Table 4 2 3 2 01 B 4 2 1 END OF SECTION 202507/39 Or with Engineers prior approval Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Cast -In Place Concrete 033000-11 SECTION 26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS PART 1 GENERAL 101 SUMMARY A This section includes basic electrical requirements for materials and methods applicable to electrical equipment specified under this section and other related sections 1 Conduit 2 Boxes 3 Duct Bank 4 Wire and Cable 5 Wiring Devices and Device Plates 6 Maintenance Materials 7 Grounding Materials 8 Luminaries 9 Power Panels B Related Sections 1 Division 01 — Shop Drawings and Product Data 2 Division 01 — Construction Facilities and Temporary Controls 3 Division 01 — Materials and Equipment 4 Division 01 — Operation & Maintenance Data 5 Division 31 — Earthwork 6 Division 03 — Cast -In -Place Concrete 7 Division 09 — Coatings 102 REFERENCES A UL — All applicable standards B IEEE — All applicable standards C IPCEA — All applicable standards D NEMA—All applicable standards E ANSI/NFPA 70 — National Electrical Code F ANSI C2 — National Electrical Safety Code 202507139 G ANSI/NEMA FB 1 — Fittings and Supports for Conduit and Cable Assemblies H ANSI/NEMA OS 1 —Sheet-steel Outlet Boxes, Device Boxes, Covers, and Box Supports Brush Creek Transmission Main Basic Electrical Materials and Methods TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 26 00 00 -1 ANSI/NEMA OS 2 — Nonmetallic Outlet Boxes, Device Boxes, Covers and Box Supports NEMA 250 — Enclosures for Electrical Equipment (1000 Volts Maximum) 103 SUBMITTALS A Information covering all material that is to be used on this project shall be submitted B Each sheet of descriptive literature shall be clearly marked to identify the material or equipment for which it pertains C Equipment on submitted sheets that is not for this project shall be crossed out D As a minimum the following information shall be submitted 1 Lamp fixture descriptive sheets identified by the fixture schedule letter 2 Equipment sheets shall Identify what the equipment refers to by calling out the name of the equipment on the sheet 3 Schematics and connection diagrams for all electrical equipment shall be submitted 4 Submit all types of conduit and cables with manufacturer and sizes as well as all appurtenances 104 QUALITY ASSURANCE A Supplier's qualifications 1 The entire system shall be designed, coordinated, and supplied by a qualified Electrical Contractor who is regularly engaged in the business of building electrical systems for water and wastewater projects The Electrical Contractor shall provide a "Statementof Qualifications" indicating that they have successfully provided similar work for at least 5 years B Coordination 1 The electrical equipment shall be designed and coordinated for proper operation with related equipment and materials furnished by other suppliers under other sections of these specifications All devices shall be applied in full conformity with the drawings, specifications, engineering data, instructions, and recommendations of the instrument or device manufacturer and the manufacturer of related equipment 2 Installation drawings shall be prepared for interconnecting wiring and piping between the related equipment and the equipment furnished under this section All interconnecting wiring shall be appropriate for the service and shall result in a properly functioning system 3 The Contractor shall provide coordination with other contractors and supervision of installation as required during construction 4 All service entrance work shall be in accordance with the local utility standards 5 The electrical contractor shall coordinate all service entrance workwith the local utility The local utility is Holy Cross Energy 6 The electrical contractor shall NOT pay for the utility's work That shall be billed directly to the 202507139 owner 7 Accurately record actual locations of conduit, duct banks, panels, and accessories Brush Creek Transmission Main Basic Electrical Materials and Methods TOWN PROJECT NO 52-59 773 522306 5EH PROJECT NO EAGLT-190269 Town of Eagle Colorado 26 00 00 - 2 105 REGULATORY REQUIREMENTS A Conform to applicable Building Code B Electrical Conform to latest version of NFPA 70 C Coordinate, obtain, and pay for all permits, inspections and approvals of authority having jurisdiction D Comply with local electrical codes in force or in the absence of local electrical code, the latest edition of the National Electrical Code, ANSI C1 106 WARRANTY A The electrical contractor shall warrant the supplied equipment and labor fora period of one year from the date of system acceptance PART PRODUCTS 2 01 GENERAL REQUIREMENTS A The work for this project is for a functioning city building All new work shall be done in a way that allows the existing facility to maintain its operation B All equipment furnished under this Section shall be selected by the Contractor for its superior quality and intended performance Unless indicated otherwise, all equipment and material shall be new, undamaged, and meet the requirements of UL Where UL requirements are not applicable, equipment and material shall be identified as such by the supplier and approved by the Engineer before purchase and installation Equipment and materials used shall be subject to review and shall comply with the following requirements 1 Conduit a Minimum Size % inch unless otherwise specified, or Y2 inch for luminaries pendants b Underground Installations 1 Over 100V More than five feet from foundation wall Use thick wall nonmetallic conduit 2 Within five feet from foundation wall Use rigid steel conduit 3 Under 100V Use rigid steel conduit 4 Minimum size 1 inch c Outdoor Locations, Above Grade Use rigid steel conduit d In Slab Above Grade 1 Use rigid steel conduit for circuits that are 24V or less 2 Use rigid thick wall non-metallic conduit for 120V to 480V circuits 3 Maximum Size Conduit in Slab 2 inch, 1 inch for conduits that cross over each other, or with structural engineer's approval 202507139 4 Conduits shall not be spaced closer than 3 conduit widths on center 5 Aluminum conduit shall not be embedded in concrete 6 Conduits shall not pass through a structural concrete beam without the structural Brush Creek Transmission Main Basic Electrical Materials and Methods TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 26 00 00 - 3 engineer's approval e In or under slab on grade 1 Use rigid steel conduit for circuits that are 24V or less 2 Use rigid thick wall non-metallic conduit f Wet and damp locations Use rigid steel conduit or aluminum conduit g Dry locations 1 Concealed In walls or above ceilings, use rigid steel or aluminum conduit 2 Exposed Use rigid steel conduit or aluminum conduit h Rigid Steel Conduit 1 Rigid steel conduit shall be heavy wall, hot -dipped galvanized, and shall conform to Fed Spec WW-C-581 and ANSI C80 1, and shall be manufactured in accordance with UL 6 1 Rigid Nonmetallic Conduit (PVC) 1 PVC conduit shall be heavy wall, schedule 40, shall be UL labeled for aboveground and underground uses J PVC -Coated Rigid Steel Conduit 1 The conduit shall be rigid steel and before the PVC coating is applied, the hot- dipped galvanized surfaces shall be coated with a primer to ensure a bond between the steel substrate and the coating The PVC coating shall be bonded to the primed outer surface of the conduit at a thickness of at least 40 mils A two part urethane chemically cured coating shall be applied at a nominal 2 mil thickness to the interior of all conduit and fittings 2 Manufacturers Ocal, PermaCote, or Robroy Industries k Rigid Aluminum Conduit 1 Rigid aluminum conduit shall be heavy wall and shall conform to Fed Spec WW-C-581 and ANSI C80 1, and shall be manufactured in accordance with UL 6 1 Flexible connections 1 Conduit Moisture proof vinyl jacketed, liquid -tight, hot -dipped galvanized flexible steel and shall be UL labeled 2 Connectors Watertight, Appleton Type ST or STB, Crouse -Hinds Type LT or LTC, or equal 2 Outlet Boxes a Sheet Metal Outlet Boxes ANSI/NEMA OS 1, Galvanized 1 Luminaries and equipment supporting boxes rated for weight of equipment supported 2 Concealed installations b Nonmetallic outlet boxes ANSI/NEMA OS 2 c Cast Boxes NEMA FB 1, Type FD, Cast Ferroalloy 1 Provide gasketed cover by box manufacturer 2 Provide threaded hubs 3 Models VXF, GRFX as manufactured by Crouse -Hinds 4 Models SEH, JBDX, with mounting lugs as manufactured by Appleton 3 Pull and Junction a Sheet Metal Boxes NEMA OS 1, Galvanized Steel b Surface -Mounted Cast Metal Box NEMA 250, Type 4 flat -flanged, surface- mounted 202507139 junction box 1 Material Galvanized cast iron Cast aluminum in corrosive areas 2 Cover Furnish with ground flange, neoprene gasket, and stainless steel cover Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Basic Electrical Materials and Methods 260000-4 202507139 screws 3 Model WCB as manufactured by Crouse -Hinds c In -Ground Cast Metal Box NEMA 250, Type 6, outside flanged, recessed cover box for flush mounting 1 Material Galvanized cast Iron 2 Cover Nonskid cover with neoprene gasket and stainless steel cover screws 3 Cover Legend ELECTRIC 4 Model WPD as manufactured by Crouse -Hinds 4 Large Junction Boxes and Wiring Gutters a Indoor Locations 1 Steel, NEMA 12 b Outdoors 1 Stainless steel 2 Weather -tight NEMA 4 c Construction 1 Provide rigid handles for box covers larger than 9 sq ft or heavier than 25lbs 2 Provide split covers for covers larger than 12 sq ft 3 Aluminum boxes in concrete not allowed 5 Seal Fittings a Model ESU with Apelco sealing cement and fiber, as manufactured by Appleton b Model EZS with Chico X Fiber and Chico A compound as manufactured by Crouse - Hinds 6 Deflection Fittings a Locations 1 Underground conduit runs 2 Runs between concrete sections subject to relative movement b Material 1 Ferroalloy hubs 2 Neoprene outer jacket 3 Stainless steel jacket clamps 4 Molded plastic inner sleeve 5 Tinned copper braid grounding strap c Model XD as Manufactured by Crouse -Hinds 7 Expansion Fittings a Locations 1 In long conduit runs, to permit linear movement caused by thermal expansion and contraction 2 In long conduit runs to prevent conduit from buckling 3 Indoors and outdoors, where conduit expansion occurs or where there is a wide temperature range 4 At structural expansion joints b Material 1 End fittings Ferroalloy 2 Body Steel conduit c Provide Bonding Strap When Used Outdoors d Model XJ, as Manufactured by Appleton and Crouse -Hinds 8 Flexible Sealing Compound Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Basic Electrical Materials and Methods 260000-5 a "Duxseal" as Manufactured by Johns -Manville b "Permagum" as Manufactured by In mount 9 Coal Tar Epoxy Paint 10 Wire and Cable a 600 Volt Power Cable 1 General Use a) Conductors Single, copper, 12 AWG minimum b) All conductors shall be stranded c) Insulation 600V thermoplastic, UL Type THWN/THHN d) Suitability Wet or dry locations at 750 C and 90❑ C copper temperature e) Or as specified for service entrances 2 Service entrance and 4 AWG and above a) Conductors Single, stranded, copper b) Insulation 600V cross -linked polyethylene, UL Type XHHW/USE or THHN c) Suitability Wet or dry locations at 75❑C and 900 C copper temperature 3 Terminations a) Lugs, cup washers or pressure type, do not use wire nuts on stranded cable or wrap standard cable around screw type terminals b Lighting Circuits 1 General Use a) Conductors Single, copper, 12 AWG minimum b) Conductors may be solid or stranded c) Insulation 600V thermoplastic, UL Type THWN/THHN d) Suitability Wet or dry locations at 75❑ C and 900 C copper temperature 2 Terminations a) Lugs, cup washers or pressure type, do not use wire nuts on stranded cable or wrap stranded cable around screw type terminals Control circuits 1 General Use a) Conductors Single, tinned copper, 14 AWG b) All conductors shall be stranded c) Insulation 600V thermoplastic, UL Type THWN/THHN 2 Millivolt or Milliampere Instrumentation and Control a) Conductors 18 AWG stranded copper, 2 or 3 as required b) Insulation 15 mils, minimum, 90°C PVC c) Shield Mylar aluminum tape with 20 AWG copper drain wire, fully covering conductors d) Jacket 20 mils, minimum, 80°C PVC e) Suitability Wet or dry steel conduit 3 Manufacturers Belden "UL Instrumentation Cable—1032A", Samuel Moore "Dekoron ICMX' No 1852-686 and 1862-686, or equal d Telephone and Networking 1 Cable 202507139 a) The cables shall be rated for use in communications circuits b) The cables shall be rated for riser applications c) The cables shall be rated for 75 degrees Celsius applications Brush Creek Transmission Main Basic Electrical Materials and Methods TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 26 00 00 6 202507139 d) The cables shall be free of defects and splices e) The cables shall be rated for outdoor applications fl The cables shall be rated for P-MSHA applications g) The cables shall pass a -40 degree Celsius cold bend test per UL 1581 h) The cables must be UL third party verified to ANSI/TIA/EIA-586-B 2 Category 5e 1) The cable shall be ROHS compliant j) The cable shall be CE compliant k) Conductors 1) The conductors shall be solid, bare copper per ASTM B-3 2) The conductors shall be #24 AWG (20 sq mm) 1) Insulation 1) The insulation shall be polyolefin 2) The insulation shall be free of defects and splices m) Pairs 1) The cable shall contain four pairs 2) The insulated conductors shall be bonded together down the entire length of the pair 3) The pairs shall be marked with a permanent, extruded stripe identification of tip and ring insulated conductors 4) Each pair shall have a unique twist length to minimize pair to pair coupling n) Shielding 1) Shielding shall be an aluminized foil with the foil facing inward, where required 2) Unshielded cables shall be acceptable except where shielding is required for the system o) Jacket 1) All cables shall have a continuous jacket of Polyvinyl Chloride (PVC) 2) Jacket thickness The jackets shall be 030" ( 75 mm) nominal thickness 3) The jackets shall be ultraviolet (UV) radiation and sunlight resistant per UL 1581 4) The jackets shall be oil resistant per UL 1581 Class 43 p) Manufacturer Belden "Industrial Data Solutions — 7923K or equal 11 Wiring Devices a General 1 Industrial Specification grade 2 White b Receptacles 1 120 V duplex outlets NEMA 5-20R, 3 wire, grounding, 20A, 125 V, Leviton 5362, or approved equal 2 120 V duplex GFCI outlets NEMA 5-20R, 3 wire, grounding, 20A, 125 V, Leviton 7899, or approved equal 3 240 V duplex outlets NEMA 6-20R, 3 wire, grounding, 20A, 250 V, Leviton 5462, or approved equal 4 Welding outlets 50A, 125/250V, 3 pole, 4 wire, grounding, NEMA 14-50R, Leviton 55050, or approved equal Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Basic Electrical Materials and Methods 260000-7 c Light Switches 1 277 V lighting circuits 20 amp, 120/277 V, Leviton 1221-2W to 1224-2W, or approved equal 12 Device Plates a General 1 Mounting hardware countersunk and finished to match plate 2 Provide over -sized plates where standard plates do not cover wall opening 3 Provide engraving as indicated on drawings b Indoors 1 Surface mounted devices Galvanized or cadmium -plated steel 2 Flush mounted devices in other finished areas Phenolic plastic, white 3 All other flush mounted devices Type 302 stainless steel c Outdoors and Indoors when identified on Drawings as Weatherproof 1 Weatherproof with spring doors for receptacles and with provisions for padlocking switches on and off 2 Provide an adaptor plate for flush mounted device plates, Crouse -Hinds FS031, or equal 13 Grounding and Bonding a Provide rod electrodes, exothermic connections and mechanical connections b Building perimeter ground cable shall be minimum of 4/0 AWG bare copper c Duct bank ground cable shall be minimum of 4/0 AWG bare copper d Other ground cable shall be as noted on the drawings 14 Luminaries a Furnish products as specified on drawings b Install ballasts, lamps, and specified accessories at factory c Accessories 1 Provide swivel -type box covers 2 Provide threaded conduit pendants d Provide all lamps and required mounting hardware 15 Lighting Panels a General 1 Circuit breaker panel board 2 With neutral 3 Dead front b Enclosure 1 NEMA 1 or as indicated on the drawings 2 Door with latch and lock 3 Typewritten circuit directory 4 Ground stud bolt through cabinet with removable 1/0 AWG bond to the panel ground bus and an external clamp connector for a station ground conductor c Circuit Breakers 1 Molded case thermal magnetic 2 Multiple pole breakers shall be common trip 3 Bolt -in or plug-in 202507139 4 Individually front replaceable 5 Indicating 'On", 'Off', and 'Tripped" Brush Creek Transmission Main TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Basic Electrical Materials and Methods 260000-8 6 10,000 amp RMS symmetrical Interrupting capacity at 240 V or as indicated on the drawings 7 Handle clips to prevent casual operation for circuit breakers Indicated on drawings 8 Ground fault interrupting breakers with a sensitivity of 5mA for receptacle branch circuit and where indicated on drawings 9 Breakers, trip ratings, and number of poles as indicated on the drawings d Buses 1 Two phase and neutral bus insulated from cabinet 2 Ground bus a) Connected to cabinet b) Clamp type lug for supply circuit and each load circuit c) Removable bond to neutral bus 3 Copper 4 Ampere and voltage ratings as indicated on the drawings 5 Bracing coordinated with circuit breakers interrupting capacity 16 Equipment Disconnects a General 1 Heavy-duty safety switches 2 Square D or Cutler -Hammer b Enclosure 1 Indoor dry areas NEMA 12 2 Outdoor NEMA 4X 3 Corrosive Areas NEMA 4X 4 Use above guidelines unless otherwise noted on drawings 5 Padlocked external operating handle c Switch 1 25,000 amp symmetrical withstand or as indicated on the drawings 2 Poles to match equipment served 3 600 VAC 4 Continuous current rating not less than the serving branch circuit over current protection 5 Non -fusible except where fusing is required by the served equipment or as noted on the drawings 17 Separately Enclosed Motor Starters a General 1 Starters shall have a disconnecting means 2 3 phase NEMA size 1 minimum size or as indicated on the drawings 3 Dry type control power transformer for 120VAC control power sized to handle all loads simultaneously, both primary leads fused and one secondary lead fused and one secondary lead grounded 4 Two spare NO and NC auxiliary contacts 5 Pilot devices 6 Nameplates to identify the starter and all the items in the starter 202507139 7 The entire starter unit shall have a short circuit current rating higher than the fault current available at the starter location 8 Square D or Cutler -Hammer Brush Creek Transmission Main TOWN PROJECT NO 52-59-773 522306 SEH PROJECT NO EAGLT 190269 Town of Eagle Colorado Basic Electrical Materials and Methods 260000-9 b Enclosure 1 Indoor dry areas NEMA 12 2 Outdoors & corrosive areas NEMA 4X 3 External operating handle to be interlocked with the door to prevent opening door when handle is in the closed position 4 Padlocked external operating handle c Contactor 1 3 phase NEMA size 1 minimum size or as indicated on the drawings 2 1 phase NEMA size 0 minimum size or as Indicated on the drawings 3 Rated for the voltage being provided 4 120 VAC coils 5 Non -reversing NEMA rated magnetic starters d Overloads 1 One solid state overload relay in each phase 2 External manually reset push button for reset of the overload relay 3 Overloads shall provide phase loss tripping capability e Disconnecting Device 1 3 phase MCP type disconnect rated at 25KAIC minimum 2 1 phase MCP or fused type disconnect rated at 10KAIC minimum 18 Surge Protective Device (SPD) a General 1 SPD units shall be installed as shown on the drawings 2 SPD units shall be appropriate for the voltages indicated on the drawings 3 Approved manufacturers Cutler Hammer, Square D, LEA, or equal 4 SPD units shall comply with UL 1449 and 1283 5 SPD units shall comply with IEEE C62 41 and IEEE C62 45 6 SPD units shall have a 30 amp disconnect directly before the TVSS unit 7 SPD units shall have indication for trouble alarms and surge count 8 For assembled equipment the SPD unit shall be of the same manufacturer as the assembled equipment b Ratings 1 Maximum let through voltage shall be Mode 120/208 277/480 L-N or L-G 400V 800V L-L 800V 1800V 2 Minimum total surge current capability Location Per Phase Per Mode Switchgear 250 KA 125KA MCC 160KA 80KA Panelboards 120KA 60KA 2 02 SPARE PARTS A The Supplier shall furnish and deliver the following spare parts 202507139 B The following spare parts to be furnished as a minimum 1 25% replacement lamps for lighting fixtures Brush Creek Transmission Main Basic Electrical Materials and Methods TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 26 00 00 10 2 25% replacement lamps for pilot light 3 Two (2) sets of each type of fuse used in the project 4 Two (2) spare ballast of each type specified C All of the above parts shall be provided as spare parts and shall be packaged new in the original manufacturer's packaging A list of spare parts shall be provided PART 3 EXECUTION 3 01 INSTALLATION REQUIREMENTS A General Requirements 1 The instrumentation equipment shall be installed by the Contractor or his subcontractors in accordance with the manufacturers' Instructions The services of the system supplier's technical representative shall be provided as necessary to calibrate, test, and advise others of procedures for adjustment and operation B Inspection 1 Inspect materials and equipment for signs of damage, deterioration or other deleterious effects of storage, transportation, handling, or defects in manufacture or assembly a Replace with Identical new materials or equipment or repair to like new condition any materials or equipment showing such effects to the satisfaction of the Engineer and Owner C Equipment Installation I Handle, install, connect, clean, condition, align and adjust products and equipment in strict accordance with manufacturer's instructions andin conformity with specification requirements a Separate sheet metal junction boxes, equipment enclosures, sheet metal raceways, etc, mounted on water or earth -bearing walls or wall -mounted outdoors W from wall be corrosion resistant spacer b Seal the base of all outdoor switchgear, motor control center, and similar equipment with grout c Screen or seal with flexible sealing compound all openings into outdoor equipment to prevent the entrance of rodents, wasps, and mud -daubers d. Electrical work shall conform to the construction schedule and progress of other trades e Maintain one complete set of manufacturer's installation instructions at the jobsite during installation and until installation is accepted by the Engineer and Owner f Perform all work in accordance with manufacturer's instructions 1 Do not omit any preparatory step or installation procedure unless specifically modified or exempted by contract documents 2 Should Job conditions or specification requirements conflict with manufacturer's instructions, consult with Engineer prior to proceeding g Field Wiring Field wiring materials and installation shall conform to the requirements of the electrical section D Identification 1 Conduit All conduits shall be provided with identification tags Tags shall be brass nameplates 202507139 with 3/8" high lettering and attached to the conduits by means of stainless steel wire Conduits shall be identified at both ends with the same identification number Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-190269 Town of Eagle Colorado Basic Electrical Materials and Methods 260000-11 202507139 2 Cable Except for lighting and receptacle circuits, each individual wire in power, control, indication, and instrumentation circuits shall be provided with identification markers at the point of termination Power wires without individualized identification numbers shall be color coded with electrical tape or colored wire jacket The wire markers shall be of the heat -shrinkable tube type 3 Control Stations Control stations shall be provided with nameplates Identifying the related equipment Pilot controls and Indicating lights shall have engraved or etched legends ("start", "stop", etc ) as Indicated on the drawings Nameplates shall be laminated plastic, with 1/8 inch engraved letters, and shall be securely fastened to the control stations 4 Circuit Breakers Circuit breakers shall be provided with nameplates identifying related equipment Nameplates shall be laminated plastic, with 1/8 inch engraved letters, and shall be securely fastened to the circuit breakers E Raceways 1 General a Except as otherwise indicated on drawings, conduit shall be concealed in finished areas and exposed in unfinished areas b Rigid steel conduit and aluminum conduit connections and terminations shall be reamed, de -burred, threaded and provided with bushings c Securely fasten conduit connections to sheet metal enclosures with locknuts inside and out Conduit hubs outdoors and in wet locations & Provide deflection fittings across structural joints where structural movement is allowed e Keep conduit clear of structural openings and indicated future openings f Provide flashing and seal watertight conduits through roofs and metal walls g Neatly grout conduit into any opening cut into structure h Cap or plug conduits during construction to prevent the entrance of trash, dirt and water i Minimum conduit size shall be W, except %z" for luminaries pendants or as noted on drawings Seal conduits with flexible sealing compound forced to a minimum depth equal to the conduit diameter after cable is installed 1 At hndholes, manholes, and vaults 2 Building entrance junction boxes 3 One inch or larger connections to equipment k Provide flexible conduit where flexible connections are necessary, including each motor without flexible cord 1 Keep length to a minimum, not to exceed 6' maximum 2 No sharp bends 1 Provide suitable pull string in each empty or spare conduit 2 Conduit exposed in structures a Install parallel to structural members and surface b Install conduits of the same general routing parallel with symmetrical bends c Arrange supports to prevent misalignment during wiring installation d Support conduit using coated steel or malleable iron straps, lay -in adjustable hangers, clevis hangers, and split hangers e Group related conduits, support using conduit rack Construct rack using steel channel provide space on each for 25 percent additional conduits f Install no more than equivalent of three 900 bends between boxes Use conduit bodies to make sharp changes in direction, as around beams Use factory elbows for bends in metal conduit larger than 2 inch size Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Basic Electrical Materials and Methods 260000-12 202507139 g Provide suitable pull string in each empty conduit except sleeves and nipples h Maintain 6" clearance to ducts, piping and flues 1 Support rigidly with galvanized or cadmium -plated hardware and framing materials, including nuts and bolts J Provide expansion fittings at 100' centers outdoors, 200' centers indoors, in each conduit run longer than 100' outdoors, 200' indoors k Provide galvanized pipe caps on conduit stubs for future use 1 Allow 7 headroom for horizontal conduit runs, except along structures, piping equipment or where not possible m Except as otherwise indicated, do not install exposed conduit in water chambers n Where allowed, coat conduit exposed in water chambers with 2 coats of coal tar paint with paint injuries repaired or use PVC coated conduit 3 Conduit concealed in structure a Install between reinforcing steel in slabs with reinforcing in both faces b Install under reinforcing steel in slabs where only a single layer is provided c Terminate conduit for future use in equipment or by galvanized couplings and conduit plugs flush with structural surfaces Seal plugs with self -leveling caulk & Maximum of two conduits crossing each other in slab 4 Underground a One inch minimum b Encased in concrete 1 Two inches between conduits 2 Three inches over conduit where not reinforced 3 Three inches over reinforcing 4 Reinforced at and 5' past portion on disturbed earth or subject to traffic 5 Reinforced within 5' of a structure, manhole or vault 6 Reinforced for entire length and 2' beyond each adapter to steel conduit if non- metallic is used in duct bank 7 Where capped underground, reinforce the last 2' and extend steel and conduit 2' past end of duct bank Paint all un-encased metal with 2 coats of coal tar paint 8 Continue encasement on outdoor risers to 3" above grade and crown and chamfer top c Two foot minimum bend radius at vertical risers, 3 foot elsewhere & Install underground conduit so that it does not drain to cable pulling access in buildings, where necessary, provide a handhole or manhole near or adjacent to building e Provide 3 foot minimum earth cover f Install underground conduits through buildings, manhole, handhole and vault walls in box outs as indicated on the drawings g All steel inside manholes, handholes and vaults shall be galvanized with bared spots treated with zinc rich paint h Provide %" galvanized steel pulling eyes on opposite walls below the centerline of each duct bank i Provide end bells at wall terminations and adapters for steel conduit continuations for non-metallic duct systems Isolate intercommunication and milliampere level instrumentation circuits from all power wiring raceways, conduits, boxes, vaults, manhole and handhole k Provide a full-size extension for each underground conduit entering a building I Rigid nonmetallic conduit (PVC) shall be fastened no less than every 4 feet Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Basic Electrical Materials and Methods 260000-13 5 Junction boxes and wiring gutters a Install electrical boxes as shown on drawings and as required for splices, taps, wire pulling, equipment connections and compliance with regulatory requirements b Install pull boxes and junction boxes to maintain headroom and to present neat mechanical appearance c Install level and plumb d Where indicated, provide a removable side opposite underground duct banks e At least code size including space for full size continuation of any conduit not originally continued f Arrange conduit for maximum space for future conduits g Support boxes independently of conduit except cast box that is connected to rigid metal conduits both supported within 12 inches of box F Wire and Cable 1 General a Protect the cable and avoid kinking conductors, cutting or puncturing jackets, contaminating by oil or grease or damaging in any manner b Terminate stranded cable with lugs, cup washers, or pressure type connectors, do not wrap stranded cable around screw type terminals c Splice stranded cable with pressure type connectors, do not use wire nut type connectors on stranded cable d Splice cables only at readily accessible locations e Do not pull cable tight against bushings or press heavily against enclosures f Use cable pulling lubricants as recommended by the cable manufacturer g Use swab to clean conduits and ducts before pulling cables h Install cable and accessories in accordance with manufacturer's instructions i Where necessary to prevent heavy loading of cable connectors due to cable weight, support cables in vertical risers with woven cable grips J Coil and tape spare cable ends k Support each 250 MCM or larger cable, and each conduit group of smaller cables from manholes, handholes or vault walls 1 Use Stranded conductor for feeders and branch circuits m Use stranded conductors for control circuits n Use conductor not smaller than 12 AWG for power and lighting circuits o Use conductor not smaller than 16 AWG for control circuits p Use 10 AWG conductors for 20 ampere, 120 Volt branch circuits longer than 100 feet q Pull all conductors into raceway at same time r Use suitable wire pulling lubricant for budding wire 8 AWG and larger s Protect exposed cable from damage t Neatly train and lace wiring inside boxes, equipment, and panel boards u Clean conductor surfaces before installing lugs and connectors v Make splices, taps, and terminations to carry full ampacity of conductors 2 Special cables a Isolate networking and milliampere level instrumentation cables from all power circuits b Isolate telephone cables from all other circuits 202507139 3 Conductor identification a Color code all service, feeder, and branch circuit conductors, 277/480 VAC and above as Brush Creek Transmission Main Basic Electrical Materials and Methods TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 26 00 00 14 follow 1 Phase A Brown 2 Phase B Orange 3 Phase C Yellow 4 Neutral White 5 Ground Bare or Green b Color code all feeder, and branch circuit conductors, 120/208 VAC as follows 1 Phase A Red 2 Phase B Black 3 Phase C Blue 4 Neutral White 5 Ground Bare or Green c Identify single control conductors by color coding orange and by labeling each end of conductors by color coding orange and by labeling each end of conductor with heat shrink - tube type wire markers d Identify multi -conductor instrumentation and control cables with heat shrink -tube type wire markers e Contractor shall establish a control and instrumentation conductor and cable identification system acceptable to Engineer G Wiring Devices 1 Flush mount wiring devices in concealed conduit system 2 Surface mount wiring devices in exposed conduit systems 3 Provide extension rings to bring outlet boxes flush with finished surface 4 Clean debris from outlet boxes 5 Install products in accordance with manufacturer's instructions 6 Install devices plumb and level 7 Install switches with OFF position down 8 Install receptacles with grounding pole on bottom 9 Connect wiring device grounding terminal to branch circuit equipment grounding conductor 10 Connect wiring devices by wrapping conductor around screw terminal 11 Use jumbo size plates for outlets installed in masonry walls 12 Install galvanized steel plates on outlet boxes and junction boxes in unfinished areas, above accessible ceilings, and on surface mounted outlets 13 Install wall switch 48 inches above finished floor 14 Install convenience receptacle 24 inches above finished floor 15 Inspect each wiring device for defects 16 Operate each wall switch with circuit energized and verify proper operation 17 Verify that each receptacle device is energized 18 Test each receptacle device for proper polarity 19 Test each GFCI receptacle device for proper operation 20 Adjust devices and wall plates to be flush and level H Grounding Materials 202507139 1 Coordinate installation with other disciplines 2 Verify that final backfill and compaction has been completed before driving rod electrodes 3 Install Products in accordance with manufacturer's instructions Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Basic Electrical Materials and Methods 260000-15 4 Install rod electrodes at locations indicated Install additional rod electrodes as required to achieve specified resistance to ground 5 Provide grounding electrode conductor and connect to reinforcing steel in foundation footing 6 Provide bonding to meet Regulatory Requirements 7 Install ground cable through building walls within 3' below finish grade and prepare a water stop 8 Install ground rods and cables as deep in earth as possible and as far from structure as possible, not closer than 6" 9 All branch circuit and feeder circuits to Include a copper ground conductor in addition to the conduit ground connection 10 Connect ground conductors to equipment by ground lugs or clamps a If no ground bus or terminal is provided and enclosure is not explosion -proof or submersible provide a clamp type lug under a permanent assembly bolt or by grounding locknuts or bushings b If an explosion -proof or submersible enclosure is not provided with grounding means, provide an adjacent junction box with a ground lug c Bond grounding system to station piping by connection to the first flange Inside the building on either a suction or discharge pipe which will form a good ground connection 1 Drill and tap the flange 2 Provide a bolted connection 3 Bond with a copper bar or strap d Form ground conductors on equipment to the contours of the equipment e Install main ground cables with encased underground conduit banks in earth at least 3" below 1 corner of the duct bank f Bond ground cables in underground circuits to main ground cables at each manhole, handhole, and vault Luminaries 1 Install in the general locations and arrangement indicated on drawings 2 Align luminaries in rows vertically and horizontally except as otherwise required 3 Install clear of pipes, mechanical equipment, structural openings, indicated future equipment and structural openings, and other obstructions 4 Adjust luminaries location as required by field conditions 5 Examine each luminaries to determine suitability for lamps specified 6 install in accordance with manufacturer's instructions 7 Install suspended luminaries using pendants supported from swivel hangers Provide pendant length required to suspend luminaries at indicated height 8 Support luminaries larger than 2x4 foot size independent of ceiling framing 9 Locate recessed ceiling luminaries as indicated on reflected ceiling plan 10 Install surface mounted luminaries and exit signs plumb and adjust to align with building lines and with each other Secure to prohibit movement 11 Install recessed luminaries to permit removal from below 12 Install accessories furnished with each luminaire 13 Bond products and metal accessories to branch circuit equipment grounding conductor 14 Install specified lamps in each luminaire emergency lighting unit and exit sign 202507139 15 Operate each luminaire after installation and connection Inspect for proper connection and operation 16 Aim and adjust luminaries as directed Brush Creek Transmission Main Basic Electrical Materials and Methods TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado 26 00 00 -16 17 Relamp luminaries that have faded lamps at Substantial Completion 18 Clean electrical parts to remove conductive and deleterious materials 19 Remove dirt and debris from enclosure 20 Clean photometric control surfaces as recommended by manufacturer 21 Clean finishes and touch-up damage Lighting Panel 1 Wall mount in unfinished areas, flush mount in finished areas 2 Install lighting panel in accordance with NEMA PB 1 1 3 Install lighting panel plumb Provide supports Height 6 ft to top of lighting panel, Install lighting panel taller than 6 ft (2M) with bottom no more than 4 in above floor 4 Provide filler plates for unused spaces in lighting panels 5 Provide typed circuit directory for each branch circuit in lighting panel Revise directory to reflect circuiting changes required to balance phase loads 6 Measure steady state load currents at each lighting panel feeder, rearrange circuits in the lighting panel to balance the phase loads to within 20 percent of each other Maintain proper phasing for multi -wire branch circuits 7 Visual and Mechanical Inspection Inspect for physical damage, proper alignment, anchorage, and grounding Check proper installation and tightness of connections for circuit breakers, fusible switches, and fuses K Networking — Ethernet/IP cabling 1 Install sufficient networking cable, as shown in the contract drawings, to provide a complete networked system 2 Terminate all wiring with RJ-45 connectors rated for Cat 5e cable transmissions 3 Test every communication cable, and provide a testing certificate with the results 3 02 FIELD QUALITY CONTROL A Low Voltage Cable Testing 1 Test 600 V power cables for continuity and freedom from short circuits and ground, except where grounding is intentional immediately after installation 2 Test all circuits with a 500 V megger or its equivalent 3 Replace conductors which read less than 1 5 Megohms between conductors and ground 3 03 PROTECTION AND STORAGE A Protection of equipment during storage During construction, all electrical equipment shall be protected against absorption of moisture, and metallic components shall be protected against corrosion This protection shall be provided immediately upon receipt of the equipment and shall be maintained continuously Any means necessary shall be used to protect the equipment at the Contractor's expense END OF SECTION 202507139 Brush Creek Transmission Main Methods TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Basic Electrical Materials and 260000-17 SECTION 31 13 15 SITE PREPARATION PART 1 GENERAL 101 SUMMARY A Section Includes 1 Protection of improvements, plants, and utilities 2 Removal and replacement of improvements 3 Location of utilities and coordination with utility companies 4 Temporary erosion control 5 Cleanng and grubbing trees and vegetation 6 Topsoil salvage 7 Miscellaneous demolition B Contractor will need and be responsible for CDPHE-WQCD COR400000 stormwater discharge permit and Groundwater Dewatering permit PART 2 PRODUCTS Not Used PART 3 EXECUTION 3 01 PREPARATION A Verify that existing plant life and features designated to remain are tagged or identified 3 02 PROTECTION A Protect improvements on site and on adjoining properties Provide barricades, coverings or other types of protection as necessary to prevent damage and to safeguard against injury Restore to original condition improvements damaged by the work or improvements that required temporary removal during construction B Protect existing vegetation indicated to remain against unnecessary cutting, breaking, bruising, or smothering by stockpiling excavated materials or parking of vehicles within drip line Provide temporary fences, tree wells, barricades or guards, repair or replace trees and vegetation damaged by construction operations C Protect survey monuments, reference pants, and bench marks from movement Should removal be necessary, notify Owner who will set reference stakes and give notice that monument may be removed Owner will reset monument after construction at no cost to Contractor Contractor shall pay cost for reestablishing monuments lost due to their negligence or failure to notify Owner D No extra payment or time will be allowed for protection work that could have been suspected or anticipated by site inspection and interpretation of bidding documents prior to execution of contract 202507/39 Brush Creek Transmission Main Site Preparation TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 31 13 15 1 3 03 UTILITIES A Notify all affected utility companies of construction operations at least 3 working days before beginning work near their facilities Locate existing utilities, provide adequate protection and support during construction operations If uncharted or incorrectly charted piping or other utilities are encountered during earthwork, consult Engineer immediately for directions as to procedure Cooperate with Owner, and public and private utility companies to keep their services and facilities in operation Repair damaged utilities to satisfaction of utility owner 3 04 TEMPORARY EROSION CONTROL A Furnish, install and maintain temporary erosion or sedimentation control devices Devices include hay bales, silt fences, sediment traps, flotation silt curtains and diversion mounds B Coordinate erosion control measures with earthwork and turf establishment operations Complete work on a drainage area basis to prevent excessive sod erosion C Construct items in conformance with typical sections and elevation controls as shown on plans D Remove all items upon completion of contract work Spread and shape accumulated sediment to permit natural drainage and provide for turf establishment 3 05 SITE CLEARING AND GRUBBING A Remove trees, stumps, snags, shrubs, brush, heavy growths of grass, weeds and other vegetation, Improvements, rubbish and debris, and obstructions that interfere with proposed construction, remove Items only as necessary for completion of work B Cut brush and vegetation flush with ground Grub out stumps, roots having a diameter of 2 Inches or larger, and root clusters to a depth of least 2 feet below subgrade elevation for pavements, structures, and embankments and 6 Inches below ground surface In other areas C Carefully and cleanly cut roots and branches of trees Indicated to be left standing, where such roots and branches obstruct new construction Cut back roots to a minimum of 1 foot from concrete work, paving, and structures and to a depth of not less than 2 feet below structures, foundations, and embankments 3 06 TOPSOIL A Topsoil shall Include all friable, fertile, organic clay loam soil suitable for grass and plants, found at surface to a depth of approximately 6 to 12 Inches, reasonably free of subsoil, clay lumps, stones, objects over 2 Inches diameter, weeds, large roots, root clusters, and other objectionable material B Strip topsoil from project area to whatever depths encountered, prevent Intermingling with underlying subsoil or other objectionable material Remove heavy growths of grass from areas before stripping topsoil C Where trees are Indicated to remain, terminate stripping a sufficient distance from such trees to prevent damage to root system D Stockpile topsoil In storage piles In areas where designated Construct storage piles to freely drain surface water Cover or sprinkle water on storage piles to prevent windblown dust 2025071 J�7 DEMOLITION A Remove structures, pavements and Improvements within construction limits as shown and as required for construction Saw cut bituminous and concrete pavement to provide a smooth straight joint Brush Creek Transmission Main Site Preparation TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 31 13 15 - 2 Remove below -grade items encountered, such as slabs and foundations that interfere with construction 3 08 DEBRIS DISPOSAL A Remove debris and excess materials from site and legally dispose of it, do not burn debris or wood unless properly permitted END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Site Preparation 311315 3 SECTION 3123 33 TRENCH EXCAVATION AND BACKFILL PART 1 GENERAL 101 SUMMARY A Section Includes 1 Trench excavation 2 Special pipe foundation 3 Trench backfill 4 Compaction 5 Pipe grade and alignment conflicts B Related Sections 1 Section 33 11 00 - Water Distribution Systems 2 Section 33 31 00 - Sanitary Sewer Systems 3 Section 33 34 00 - Sewage Force Mains 4 Section 33 41 00 - Storm Sewer Systems C Method of Measurement 1 Trench Excavation and Backfill Incidental to associated pipe installation 2 Rock Excavation a Measure by volume in cubic yards b Measure vertically from top of rock to 6 Inches below pipe exterior c Measure horizontally to 12 Inches on each side of pipe exterior d Consider boulders less than 1 cubic yard Incidental to excavation 3 Special Pipe Foundation Materials a Measure by weight in tons of materials acceptably placed b Weight shall be based on sum of individual load tickets provided within 24 hours of time of delivery to Site c Bid price includes removal and disposal of material replaced D Basis of Payment 1 Payment for quantities measured in this Section shall be at the Contract Unit Price as listed on the Bid Form All associated Work items shall be considered incidental 102 SUBMITTALS A Provide for each granular material 1 Name and location of source 2 Sample gradation 1 03 SITE CONDITIONS A Groundwater Provide trench dewatering if groundwater surface is above or within 3 feet of pipe zone 104 WARRANTY A Repair all trench settlements and resulting damage or displacement of surface facilities that occur 202507139 within the Contract correction period Brush Creek Transmission Main TOWN PROJECT NO 52 59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Trench Excavation and Backfill 312333-1 PART 2 PRODUCTS 2 01 MATERIALS A Granular Pipe Foundation 3/8" pea gravel or squeegee material 1 Submittal shall be approved by engineer and owner B Structure Backfill 3/8" pea gravel, squeegee material, or screened rock of same gradation C Submittal shall be approved by engineer and owner PART 3 EXECUTION 3 01 CONSTRUCTION REQUIREMENTS A Trench Excavation 1 Alignment and Grade a Excavate trench to alignment and grade as staked b Excavate no more than 100 feet in advance of pipe laying operation 2 Trench Width at Pipe Zone a Center trench on pipe alignment b Minimum width Pipe outside dimension plus 12 inches c Maximum width Pipe outside dimension plus 24 inches (except rock excavation) 3 Excavated Materials a Use stable material for backfill b Waste unstable material as directed c Do not place materials on sidewalk, driveways, or dramageways 4 Drainage a Provide dewatering trenches when required b Drain trench water into natural channels or storm sewer c Do not drain trench water into sanitary sewer 5 Rock Excavation a Blasting shall conform to all local and state ordinances b Submit blasting schedule for approval c Minimum trench width 36 inch d Provide minimum 6 inch vertical clearance between pipe and rock trench bottom e Provide minimum 12 inch horizontal clearance between pipe and rock trench walls f Provide pipe foundation material for pipe in rock trenches B Pipe Foundations 1 Owner to determine condition of trench bottom 2 Stable Trench Bottom Condition a Shape trench bottom to conform to bottom half of pipe b Excavate bell holes to permit proper jointing 3 Unstable Trench Bottom Condition a Excavate below pipe grade to specified depth b Refill with specified foundation material in accordance with Drawings details and compact C Trench Backfill 1 Pipe Zone a Use native OR specified foundation material free of rocks and other unsuitable debris 202507139 b Deposit material uniformly on both sides of pipe throughout entire trench width c Place material in 6 inch lifts and mechanically compact Brush Creek Transmission Main TOWN PROJECT NO 52 59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Trench Excavation and Backfill 312333 2 2 Above Pipe Zone a Use native materials free of debris and rock, concrete or clay lumps with a volume greater than 1/3 cubic foot b Place in uniform lifts no more than 1 foot thick c Mechanically compact each lift of the upper 3 feet of trench to a standard Proctor density of 95 percent beneath roadways and 90% through agricultural fields d Do not backfill unless approved compaction equipment is operating e Fine grade street subgrade to staked elevation and cross section 3 Replacement Backfill a Engineer and Owner to determine suitability of native material for backfill b Use replacement backfill in lieu of native materials as directed 4 Excess or Deficiency of Backfill Material a Dispose of excess backfill material as directed after all trenches are backfilled b Provide replacement backfill as required to establish required surface elevation 3 02 FIELD QUALITY CONTROL A Density tests on backfill materials will be as directed by Engineer and Owner B Recompact all areas represented by failed density tests 3 03 PIPE CLEARANCES AND CONFLICTS A Provide clearance between sewers and water main as follows 1 Maintain 10 foot horizontal between pipes 2 Maintain 18 inch vertical separation between pipes B When 18-inch vertical separation between sewer and water main cannot be maintained, provide special pipe crossing as follows 1 Advise Engineer of pipe conflict 2 Lower water main in accordance with Drawing or as directed 3 Provide 18 inch vertical separation between pipes 4 Construct sewer using pipe material and joints equal to water main at crossing point 5 Center pipe lengths at crossing point 6 Provide special foundation material for both pipes 7 Place insulation as directed END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Trench Excavation and Backfill 312333 3 SECTION 32 31 13 CHAIN LINK FENCES AND GATES PART 1 — GENERAL 101 SECTION INCLUDES A Chain link fence B Gates 102 REFERENCES A American Society for Testing and Materials (ASTM) 1 A90 —Test for Weight of Coating on zinc -coated (Galvanized) Iron or Steel Articles 2 A121 —Zinc Coated (Galvanized) Steel Barbed Wire 3 A123 —Zinc (Hot -Galvanized) Coatings on Products Fabricated from Rolled, Pressed and Forged Steel Shapes, Plates, Bars and Strip 4 A153—Zinc Coating (Hot -Dip) on Iron and Steel Hardware 5 A428 —Weight of Coating on Aluminized - Coated Iron or Steel Articles 6 A491 —Aluminum-Coated Steel Chain -Link Fence Fabric 7 A569—Specification for Steel, Carbon (0 15 maximum, percent), Hot Rolled Sheet and Strip, Commercial Quality 8 A570 — Hot -Rolled Carbon Steel Sheet and Strip, Structural Quality 9 A585—Aluminum-Coated Steel Barbed Wire 10 E8 — Tension Testing of Metallic Materials B Comply with standards of Chain Link Manufacturers Institute for "Galvanized Steel Chain Link Fence Fabric and Accessories" except as otherwise indicated C Provide fence components produced by a single manufacturer 103 SUBMITTALS A Certifications and Testing consistent with Section 01 45 00 Quality Control B Shop Drawings consistent with Section 01 33 00 Submittals and including 1 Drawings at a minimum scale of 1 IN = 40 FT, including 202507139 a Fence layouts, post locations, gates, details illustrating fence height, location and sizes of posts, rails, braces and footings b Hardware list Brush Creek Transmission Main TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Fences and Gates 312333-1 PART 2 — PRODUCTS 201 MATERIALS A Use only new materials Pipe sizes indicated are commercial pipe sizes Roll form section sizes are nominal outside dimensions B Hot -dip galvanize all iron or steel components after fabrication Use galvanized and aluminized finish complying with following minimum requirements 1 Pipe ASTM A123, 2 0 OZ zinc per SQ FT 2 Roll form ASTM A123, 2 0 OZ zinc per SQ FT 3 Hardware and accessories ASTM A153 4 Fabric ASTM A491, 0 40 OZ aluminum per SQ FT 5 Barbed wire ASTM A121 Class 3, 0 80 OZ zinc per SQ FT or ASTM A585 Class 11, 0 30 OZ aluminum per SQ FT C Chain link fabric Woven 2 IN mesh of No 9 gauge (0 148 IN) copper -bearing steel wire D Line posts 1 ASTM A569-Sch 40 2 Pipe diameter and weight a Fabric 5 FT and less 2 IN OD, 2 28 LB/FT b Fabric 6 FT and over 2-1/2 IN OD, 3 11 LB/FT E Top and bottom rail ASTM A569-Sch 40 1 660 IN OD pipe weighing 2 27 LBS per lineal foot Fit rails with expansion couplings of outside sleeve type Rails continuous for outside sleeve type for full length offence F Terminal, corner and pull posts, referred to herein as terminal posts 1 Fabric height 5 FT and less ASTM A569-Sch 40 2-1/2 IN OD, 3 11 LB/FT 2 Fabric height 6 FT and over ASTM A569-Sch 40 3 IN OD, 4 64 LB/FT G Ties and clips Provide either No 9 gauge aluminum wire oraluminum straps H Bottom tension wire Coiled No 6 gauge (0 177 IN) aluminum -coated, steel wire with 0 40 OZ per SQ FT of uncoated wire surface with No 11 gauge galvanized steel hog rings I Gate Posts 1 ASTM A569-Sch 40 202507139 2 Gate leaf 6 FT and less 3 IN OD, 4 64 LB/FT 3 Gate leaf over 6 FT to 13 FT 4 IN OD, 9 11 LB/FT Brush Creek Transmission Main TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Fences and Gates 312333 2 J Gate Anchorage to Structure 1 Same material as posts 2 Line posts 8 IN x 3 IN x 1/2IN 3 Terminal posts 6 IN x 6 IN x 1/2IN 202 FABRICATION A Gates 1 Provide with galvanized steel hinges 2 Provide with lockable latch 203 SOURCE QUALITY CONTROL A Test related fence construction materials in accordance with the following standards 1 Pipe ASTM A569-Sch 40 except hydrostatic testing requirements is waived 2 Roll form ASTM A570, Grade 45 3 Chain link fence fabric ASTM E8 Tension Testing of Metallic Materials 4 Coating Testing per ASTM A90 and A428 PART 3 — EXECUTION 301 INSPECTION A Verify suitability of areas to accept installation B Installation constitutes acceptance of responsibility for performance 302 DEMOLITION OF EXISTING FENCE AND APPURTENANACES A Demolish all fence posts, concrete post supports, wire, gates, and appurtenances as indicated on the Drawings B All debris from demolition shall be removed off the site and disposed of in a legal manner Any material which the Owner may wish to save or reuse shall be stored as per the Owner direction Entire area shall be made broom clean C See Section 02 41 00 Demolition and Salvage 202507139 303 ERECTION/INSTALLATION/APPLICATION A Do not start fence installation before final grading is complete and finish Brush Creek Transmission Main Fences and Gates TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado 312333 3 elevations are established B Install fence in true and correct alignment with posts vertical C Drill holes in firm, undisturbed or compacted sod, not less than 3 IN deeper than bottom of posts D Set all yard fence posts in concrete footings with crowned, steel troweled tops of following minimum dimensions See Section 03 30 00 Cast -In -Place Concrete 1 Hole Diameter 12 IN minimum 2 Hole Depth for Terminal, Corner, and Pull Posts 48 IN minimum 3 Hole Depth for Line Posts 42 IN minimum E Install fence tight, free of sags and bulges F Place fence with bottom edge of fabric 1 IN above grade Correct minor irregularities in earth to maintain maximum 2 IN clearance G Space line posts at equal intervals not exceeding 10 FT on center H Provide terminal posts at ends of runs, changes in bracing assemblies between terminal posts and line posts adjacent to terminal posts Provide expansion couplings in top rails at not more than 20 FT intervals Anchor top rails to main posts with appropriate wrought or malleablefittings K Provide bracing assemblies at all end posts, both side of gate posts, corner posts, and pull posts 1 Locate compression members at mid -height of fabric 2 Extend diagonal tension members from compression members to bases of posts 3 Install so that posts are plumb when under correct tension L Pull fabric taut and secure to posts and rails 1 Install fabric on outside of fence, away from plant facility 2 Secure so that fabric remains in tension after pulling force is released 3 Secure to posts at not over 15 IN on center, and to rails at not over 18 IN on center, and to tension wire at not over 24 IN on center 4 Use U-shaped wire conforming to diameter of pipe to which attached, clasping pipe and fabric firmly with ends twisted at least two fullturns 5 Bend ends of wire to minimize hazards to persons orclothing 202507139 M Remove and replace all damaged or improperly installed fencing components to satisfaction of Engineer at no additional expense to Owner Brush Creek Transmission Main TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Fences and Gates 312333 4 202507139 N Ties and Clips Spare bands not greater than 15 IN O C for attachment to line posts and 18 IN O C for top and bottom rail attachment For bottom tension wire attach hog ring to fence fabric at 24 IN O C O Field -Coating 1 Field coat as required for repair only Brush Creek Transmission Main TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado END OF SECTION Fences and Gates 312333-5 202507139 SECTION 32 92 OOR TURF AND GRASSES PART1 GENERAL 101 SUMMARY A Section Includes 1 Restoration of construction area by installation of topsoil, topsoil/compost mixture, seed, sod, sod amendments, mulch, and erosion control B Related Sections 1 Unless specifically modified in this section, all work shall conform to the requirements of Town of Eagle Public Works Manual (latest adopted version of the document) 1 03 REFERENCES A Town of Eagle PART 2 PRODUCTS 2 01 SEED G Trench Backfill Town of Eagle and Eagle County Open Space to be consulted on seeding H General Site Town of Eagle and Eagle County Open Space to be consulted on seeding Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado END OF SECTION Turf and Grasses 32 92 0011 - 1 This Page Left Blank Intentionally 202507139 SECTION 33 10 15 PRESSURE REDUCING STATION VALVE PART 1GENERAL 101 SUMMARY A Section Includes 1 Precast water tight concrete Manhole 2 Internal process piping, fittings, and accessories 3 All valves B Related Sections 1 Section 31 23 16 - Structure Excavations and Backfills C Method of Measurement 1 Measure as a complete unit 2 Unit Includes a Precast concrete Manhole, and appurtenances b Process Valves and Accessories c Ductile iron pipe and fittings within the limits shown on Drawings d Pipe support e Pipe connections D Basis of Payment 1 Payment for the Meter Vault shall be at the Lump Sum Contract Price as listed on the Bid Form All associated Work items will be considered incidental 102 REFERENCES A ANSI 1 A21 4 - Standard for Cement - Mortar Lining for Ductile Iron Pipe and Fittings 2 A21 51 - Standard for Ductile Iron Pipe, Centrifugally Cast B ASTM 1 C478 — Specification for Circular Precast Reinforced Concrete Manhole Sections 2 A48 - Specification for Gray Iron Castings 3 D3034 - Specification for PVC Sewer Pipe and Fittings 4 ASTM C858 - Standard Specification for Underground Precast Concrete Utility Structures 1 03 DESIGN REQUIREMENTS A Use Existing PRV Vault 104 SUBMITTALS A Certificates Submit Certificate of Compliance as required under Article 1 05 B Shop Drawings Submit Shop Drawings for the precast manhole components 202507/39 C Provide a cover sheet in submitted shop drawings for each separate piece of equipment that includes the name of the product and its specification section, as well as contact information for the Engineer, Contractor, and equipment manufacturer and/or supplier Brush Creek Transmission Main TOWN PROJECT NO 52 59 773 522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Pressure Reducing Valve Station 331015-1 105 QUALITY ASSURANCE A Provide certificates from the manufacturer certifying that the following materials meet the respective requirements listed under Article 1 02 1 Precast concrete manhole and accessories 2 Ductile iron pipe and fittings 3 Process valves and accessories PART 2 PRODUCTS 2 01 PRECAST CONCRETE MANHOLE (ROUND VAULT) A Concrete Sections 1 Cement shall conform to ASTM C150 Evidence of conformance shall be a certified mill test report Test reports shall be kept on file by the precast plant 2 Fine aggregates and course aggregates shall conform to ASTM C33 Aggregate supplier shall test aggregates for gradation and deleterious substances 3 Water used in mixing concrete shall be potable and free of deleterious amounts of oils, acids, alkalis, salts organic material or other substances which may adversely affect the properties of fresh or hardened concrete 4 The aggregates, cement and water shall be proportioned and mixed to produce concrete that will achieve the required strength 5 The compressive strength of the concrete as determined from test specimens shall be equal to or greater than that specified by design The following compressive strengths are required a Shipping = 4,000 PSI b 28 Day = 5,000 PSI 6 Reinforcement a Steel reinforcing bars shall conform to ASTM A615 b Steel reinforcing wire shall conform to ASTM A185 c Welded wire fabric shall conform to ASTM A185 d Spacers for reinforcement, inserts, form ties and similar accessories incidental to the manufacture of precast concrete shall be adequate for their intended purposes All reinforcement spacers must be either plastic, plastic coated steel, galvanized or stainless steel 7 Fabrication a Forms for manufacturing precast products shall be designed and constructed so that no product damage shall be caused by the forces and vibrations to which the forms shall be measured periodically for dimensional conformance with ASTM C890 b Holes shall be permitted in the product for lifting and moving the product c Cages of reinforcement shall be fabricated either by tying the bars, wires or welded wire fabric into rigid assemblies or by welding where permissible d Reinforcing steel shall be positioned as specified and so the concrete cover conforms to e requirements The tolerance on concrete cover shall be —3/8" to +1/2", this cover tolerance does not apply at the joints f Blockouts may be positioned before or after reinforcement and embedded items are positioned Blockout shall be held rigidly in place so that they do not move significantly during casting operations g Concrete shall be consolidated in such a manner that segregation of the concrete and honeycombed areas are minimized Vibrators used to consolidate concrete shall have frequencies and amplitudes sufficient to produce well -consolidated concrete h Preventing moisture from evaporation from the exposed surfaces of a precast product shall be considered an effective method of curing Forms shall be considered effective in 202507139 preventing evaporation from the contact surfaces The use of a membrane curing compound conforming to ASTM C309 shall be applied to all exposed surfaces and to the entire surface of a product if the 28-day design strength is not achieved when the forms are removed Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Pressure Reducing Valve Station 331015 2 I Defects, which will not impair the functional use or expected life of a precast concrete product, shall be considered a minor defect Minor defects may be repaired by any method as long as it does not impair the product I Defects in precast concrete products, which impair the functional use or the expected life of products, shall be considered major defects Unless major defects are repaired the product shall be rejected Major defects shall be evaluated by qualified personnel to determine if repairs are feasible and, if so, establish the repair procedure The products should be inspected while the repairs are made to assure that the established repair procedures and curing are followed 8 Dimensions See Drawings 9 Non -shrinking grout mix designed for underground utility construction shall be used for all structures to provide a waterproof barrier 10 The base of the manhole shall be cast integral with the bottom section of the manhole 11 Press -Seal Gasket corporation's EZ-Stik Butyl Joint Sealant, or approved equal, shall be applied on outside edge, each joint of manhole section 12 All exterior joints, base to cone, shall be sealed with butyl wrap at least 24 inches wide 13 Precast concrete adjusting rings 14 Shall have no more than three adjusting rings 15 All adjusting rings shall be sealed with a minimum one-half (1/2") plaster coat of mortar B Piping Penetrations Core drill hole and seal around all conduit and pipe penetrations with link seal or equal C Floor Sump 1 Grout manhole floor to provide a cast in place sump 2 Slope floor to sump See Drawings 2 02 SQUARE ROOF HATCH A Sizes 1 Above Valves 72" x 36" (opening) B Approved Manufacturers 1 Halliday Products Series W2S Access Doors C Features 1 Cover Leaf 1/4" (7mm) aluminum diamond plate 2 Channel Frame 1/4" (7mm) aluminum with continuous anchor flange and a 1-1/2 inch (38mm) drainage coupling located in the front left corner of frame 3 H-20 load rating 4 Frame Coating bituminous coating where in contact with concrete 5 Load Rating 300 Ibs psf (1464 kg psm) uniform live load 6 Locking System Type 316 stainless steel slam lock with removable key 7 Recessed Lifting Handles 8 Hinged, Lockable and Protected with Recessed lock box 9 Spring Assisted Hatch 10 EPDM Gasket/Cushion 11 Clear Anodized finish 12 2-inch Insulation W/ Captive Pan 13 Cover equipped with the following stainless steel features spring assists, T-316 heavy duty hinges, T-316 tamper proof attaching hardware, automatic T-316 hold open arm with aluminum latch 14 Built-in neoprene gasket The gasket shall limit air infiltration to less than 1 cfm per lineal foot of opening perimeter with a pressure differential equal to a 1" column of water 15 Both frame and ledge must be supported by a full bed of Class A concrete D Guarantee 202507/39 1 Access covers shall carry a lifetime guarantee against defects in material and/or workmanship E Materials and Construction 1 Inside of the frame shall have a door -support ledge on two sides Brush Creek Transmission Main TOWN PROJECT NO 52-59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Pressure Reducing Valve Station 331015-3 Doors shall open to 90 degrees and automatically lock with a T-316 stainless steel hold open arms with release handles Doors shall incorporate enclosed stainless steel compression spring assists Doors shall close flush with the frame Hinges and all fastening hardware shall be T-316 stainless steel Unit shall carry a lifetime guarantee against defects in material and/or workmanship 2 03 ALUMINUM LADDER A Mfg Halliday Series L1 D or equal B Construction see Drawings C Shall have non -slip tread surface D Ladder and guardrails shall be constructed in accordance with OSHA 1910 E Ladder Extension Series L1 E -Model B Ladder Extension by Halliday or equal 2 04 PIPE AND FITTINGS A Pipe 1 See CEAM 3 2 for Details 2 Ductile Iron AWWA C151 3 Thickness Class CI-52 4 Ductile iron flanges Flanges shall be ductile iron, solid, and of the high hub design 5 Extend through -wall pipes 5 feet beyond wall of structure and terminate as plain end for field connections 6 Finish a Two (2) coats of Tnemec Co , Inc, Series 66 Epoxoline to 4 0 to 6 0 mils thickness b Color Dark Blue, Tnemec color # 27BL B Fittings 1 See CEAM 3 2 for Details 2 Ductile Iron AWWA C153 3 Thickness Class CI-52 4 Cement -Mortar Lining AWWA C104 5 Flanged AWWA C110 or C153 6 Finish a Two (2) coats of Tnemec Co , Inc, Series 66 Epoxolme to 4 0 to 6 0 mils thickness b Color Dark Blue, Tnemec color # 27BL C Pipe Supports 1 See Drawings D Couplings 1 Provide a flanged coupling adaptor to prevent binding and facilitate removal of internal equipment 2 05 PROCESS VALVES AND ACCESSORIES A Hydraulicly Controlled Pressure Reducing and Pressure Sustaining Valve(s) 1 Size(s) 4-inch & 12-inch As shown in drawing(s) 2 Manufacturer a Cla-Val Co, Model No 92G-01 or approved equal 3 Function a Pressure reducing and pressure sustaining 202507139 4 Features a 4-inch valve shall include a low flow bypass feature b Hydraulically operated, single diaphragm -actuated c Capable of operating in any position Brush Creek Transmission Main Pressure Reducing Valve Station TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 33 10 15 - 4 d Capable of being repaired without removing the valve from the pipeline e No packing glands or stuffing boxes permitted f Moving Parts Diaphragm assembly only g Body Pattern Globe h Pressure Rating Class 150 lb (250 psi Max ) 5 Components a Main Components 1) Body, cover, disc retainer, and diaphragm washer A536 ductile iron 2) Body, cover, and internal iron parts Factory -applied, fusion bonded epoxy coating, ANSI/NSF 61 approved, AWWA coating b Diaphragm Nylon reinforced Buna-N 1) Control the main valve stem to provide a tight seal 2) Form a sealed chamber in the upper section of the valve, separating operating pressure from line pressure 3) Separate operating pressure from line pressure 4) Not used as a seating surface 5) Must withstand a Mullins Burst Test of a minimum of 600 x per layer of nylon fabric and shall be cycle tested 100,000 times to insure longevity 6) Shall be fully supported in the valve body and cover by machined surfaces which support no less than one-half of the total surface area of the diaphragm in either the full opened or fully closed position 7) Non -Wicking, FDA approved 8) Center hole for the main valve stem must be sealed by the vulcanized process or a rubber grommet sealing the center stem hole from the operating pressure c Main Valve 1) Attach single -piece removable seat to valve body 2) Main valve seat and the stem bearing in the valve cover shall be removable 3) Cover bearing and seat shall be threaded into the cover and body 4) Attach resilient seal ring to valve step retainer disc 5) No separate chambers shall be allowed between the main valve cover and body 6) Ductile Iron 7) No fabrication or welding shall be used in the manufacturing process 8) Contain Resilient, synthetic rubber disc with a rectangular cross-section contained on three and one-half sides by a disc retainer and forming a tight seal against a single removable seat insert No 0-ring type discs (circular, square, or quad type) shall be permitted as the seating surface 9) Disc guide shall be of the contoured type to permit smooth transition of flow and shall hold the disc firmly in place No V-type or slotted type disc guides shall be used 10) Disc retainer shall be of a sturdy one-piece design capable of withstanding opening and closing shocks Must have straight edge sides and a radius at the top edge to prevent excessive diaphragm wear as the diaphragm flexes across this surface No hour -glass shaped disc retainers shall be permitted 11) The lower bearing of the valve stem shall be contained concentrically within the seat and shall be exposed to the flow on all sides to avoid deposits 12) To ensure proper alignment of the valve stem, the valve body and cover shall be machined with a locating lip No "pinned" covers to the valve body shall be permitted 13) Cover bearing, disc retainer, and seat shall be made of the same material d Seat Shall be a solid, one-piece design and shall have a minimum of a five -degree taper on the seating surface for a positive, drip -tight shut off No center guides shall be permitted e Main Valve Stem Non -Magnetic 303 Stainless Steel 1) Sufficient diameter to withstand high hydraulic pressures 2) Fully guided at both ends by 202507139 a) Bearing in valve cover b) Integral bearing in valve seat 3) Nut and spring Stainless steel Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Pressure Reducing Valve Station 331015-5 4) Shall be drilled and tapped in the cover end to receive and affix such accessories as may be deemed necessary f Main Valve Trim 1) Seat, Disc Guide, and Cover Bearing Stainless Steel g Elastomers 1) Seat Disc Buna-N h Cover Bolts Cadmium plated steel i End Details 1) One six-inch size Flanged, 150 pound, ANSI B16 1 j Pilot Control Systems 1) Body & Cover Bronze, Low Lead 2) Rubber Buna-N 3) Spring Range 20-105 psi 4) Connections FNPT 5) Pressure Rating 400 psi Max k Pilot Control Trim Stainless steel I Control Tubing Stainless Steel 1) Fittings Stainless Steel 6 Accessories a Self-cleaning pilot system strainers b Pilot system isolation ball valves c Pilot system shall include all required control accessories and equipment to ensure intent of operation 7 Finish a Two (2) coats of Tnemec Co , Inc, Series 66 Epoxoline to 4 0 to 6 0 mils thickness b Color Dark Blue, Tnemec color # 27BL c Prepare surfaces as recommended by coatings mfg and adhere to application guidelines B Pressure Gage 1 Gages a Size 4-1/2-inch dial b Range 0-200 psi c Graduation 2 psi d Accuracy 1/2 percent e Movement Heavy-duty stainless steel f Case Fiberglass Reinforced Polypropylene g Mounting Direct (stem) h Connection 3/4-inch NPT, bottom i Glycerin -filled j Bourdon Tube and Socket Material 316 Stainless Steel 2 Valves a Ball Valve b Stainless Steel c Suitable to 200 psi d 3/4-inch NPT male and female connections C Sample Taps 1 Body a Material Brass, certified lead-free b One piece, angle pattern, globe valve c 3/4-inch MNPT x Plain End (no -threads) d Hex nut e Smooth interval passageway to discourage bacterial growth with no threads on the discharge end 202507139 f 125 psi WOG 2 Seat Seal Rubber 3 Operator T-Handle, minimum 2-inch handle, metal, replaceable Brush Creek Transmission Main TOWN PROJECT NO 52-S9-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Pressure Reducing Valve Station 331015-6 4 Acceptable Manufacturers a A Y McDonald Mfg Co 72002NT b Approved equal PART 3 EXECUTION 3 01 INSTALLATION A Construct manhole in accordance with Drawing details and elevations B Provide 12" Class 5 aggregate foundation under manhole, extending 12 outside perimeter of bottom slab C Provide crushed rock around 8" pipes outside manhole D Provide excavation, foundation, and backfill In accordance with Section 3123 16 E Adjust casting to final surface elevation 3 02 CLEANING A Remove dirt and foreign materials from the completed structure END OF SECTION 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52 59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Pressure Reducing Valve Station 331015-7 SECTION 33 11 00 WATER DISTRIBUTION SYSTEMS PART 1 - GENERAL 11 SUMMARY A This section Includes the installation of water transmission and distributions mains, valves, and other appurtenant structures 12 REFERENCES A ANSI/AWWA C104/A21 4 — Cement -Mortar Lining for Ductile Iron Pipe and Fittings for Water B ANSI/AWWA C110/A21 10 — Ductile Iron and Gray Iron Fittings, 3 Inch Through 48 Inch, for Water and Other Liquids C ANSI/AWWA C111/A21 11 — Rubber -Gasket Joints for Ductile Iron and Gray Iron Pressure Pipe and Fittings D ANSI/AWWA C150/A21 50 —Thickness Design of Ductile Iron Pipe E ANSI/AWWA C151/A21 51 — Ductile Iron Pipe, Centrifugally Cast, for Water or Other Liquids F ANSI/AWWA C153/A21 53 — Ductile Iron Compact Fittings, 3 Inch Through 16 Inch, for Water and Other Liquid G ANSI/AWWA C502 — Dry Barrel Fire Hydrants H ANSI/AWWA C509 — Resilient Seat Gate Valves for Water and Sewerage Systems I ANSI/AWWA C515 — Reduced Wall, Resilient Seated Gate Valve for Water Supply Service J ANSI/AWWA C600 — Installation of Ductile Iron Water Mains and Their Appurtenances K ANSI/AWWA C605 — Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water 202507139 L ANSI/AWWA C651- Disinfecting Water Mains Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Water Distribution Systems 331100-1 M ANSI/AWWA C900 — Polyvinyl Chloride (PVC) Pressure Pipe, 4 Inch Through 12 Inch, for Water Distribution N ANSI/AWWA C901 - Polyethylene (PE) Pressure Pipe and Fittings, 3/4 Inch Through 3 Inch for Water Service O ANSI/AWWA C906 — Polyethylene (PE) Pressure Pipe and Fittings, 4 Inch Through 65 Inch for Waterworks P ASTM D 3139 — Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals Q ASTM F 477 — Elastomeric Seals (Gaskets) for Joining Plastic Pipe R NSF/ANSI 61 Standard 13 QUALITY ASSURANCE A Materials and assemblies installed in the work shall be inspected and found to be in compliance with industry standards and these specifications prior to acceptance of the work Items found not to be in compliance shall be removed, or corrective measures taken, to assure compliance with the referenced standard The Contractor shall perform field tests and provide labor, equipment and incidentals required for testing B All materials shall be new and shall bear the label of standardizing agency whenever standards have been established and label service is normally and regularly furnished by the agency All equipment provided shall be listed and labeled suitable for the specified purpose, environment, and application and installed in accordance with manufacturer's recommendations C Provide such other labor and materials as are required for a complete and usable system in accordance with the requirements of the criteria listed, regardless of whether such materials and associated labor are called for elsewhere in this RFP 14 COORDINATION A To the extent that site work is indicated on the RFP drawings, the Contractor shall verify that the locations and inverts of all site utility lines are coordinated with surrounding grades and existing utility lines If necessary, the Contractor shall make adjustments to the locations and inverts indicated on the RFP drawings in accordance with applicable 202507139 codes and standards 15 FIELD CONDITIONS Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado Water Distribution Systems tkiF1i11101111Wa 202507139 A Protect existing utilities to remain Where removal of existing utilities and pavement is required, provide approved barricades, temporary covering of exposed areas, and temporary services or connections Repair damage to existing utilities to remain at no additional expense to the Owner B Terminate utilities in accordance with state and local rules and regulations, the nationally recognized code, and the requirements of the utility provider covering the specific utility, and approved by the Owner and Engineer C Utility Relocation Repair relocated items that are damaged or replace damaged items with new undamaged items as approved by the Owner and at no additional expense 16 DELIVERY, STORAGE AND HANDLING OF MATERIALS A Inspect materials delivered to site for damage Unload and store with minimum handling B Store materials on site in enclosures or under protective covering C Store plastic piping, jointing materials and rubber gaskets under cover out of direct sunlight D Do not store materials directly on the ground E Keep inside of pipes, fittings, valves, and hydrants free of dirt and debris F Handle in a manner to ensure delivery to the trench in sound undamaged condition G Take special care to avoid injury to coatings and linings on pipe and fittings, make satisfactory repairs if coatings or linings are damaged H Carry, do not drag pipe to the trench 17 SUBMITTALS A Product Data Provide data on pipe materials, pipe fittings, valves, and all system equipment and appurtenances Provide manufacturer's catalog information and manufacturer's certification Indicate valve and data ratings B Manufacturer's Installation Instructions Indicate special procedures required to install products specified C Manufacturer's Certificate Certify that products meet or exceed specified requirements D Project Record Documents Record actual locations of pipe lines, valves, connections, thrust restraints, and invert elevations Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities Contractor records and drawings shall be submitted with as -built submittals Contractor to maintain as -built throughout the project duration during construction on -site PART 2 — PRODUCTS Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Water Distribution Systems 331100 3 21 WATER DISTRIBUTION PIPE AND FITTINGS A Pipe size, material, and pressure rating as Indicated on the plans or bid schedule B Pipes, fittings, valves, fire hydrants and other appurtenances must conform to AWWA, NSF/ANSI 61 Standard C Polyvinyl Chloride Pipe 1 Pipe AWWA C900-07 DR 18 2 Pressure Class Class 235 minimum 3 Joints ASTM D 3139-98, compression gasket rings 4 Fittings AWWA C111-00, cast iron D High Density Polyethylene (HDPE) Pipe 1 2-inch and smaller HDPE plastic pipe shall be PE4710 resin, minimum SDR 11, 200 psig minimum pressure rating, IPS pipe size, outside controlled diameter, complying with ASTM D3035/AWWA C901 2 HDPE pipe shall be compatible with heat fusion 3 HDPE pipe shall be NSF certified for use with potable water 4 HDPE shall be provided in rolls whenever rolls are available in specified pipe size 5 Pipe shall have a blue stripe imprinted along length of pipe, for easy identification of potable water use 6 The joining method shall be fusion method and shall be performed in strict accordance with the pipe manufacturer's recommendations Butt fusion equipment used in the joining procedures shall be capable of meeting all conditions recommended by the pipe manufacturer, including but not limited to, temperature requirements, alignment, and fusion pressures Ribbed steel inserts with stainless steel clamps are not approved for HDPE pipe E HDPE Fittings 1 AWWA C906 or AWWA C901 socket- or butt -fusion type, with DR/SDR number matching pipe and PE compound number required to give pressure rating not less than 200 psig 2 Fittings shall be made from material meeting the same requirements as the pipe 3 Molded fittings shall be manufactured in accordance with either ASTM D2683 for socket fused or ASTM D3261 for butt fused and shall be so marked 22 VALVES A Valves Manufacturer's name and pressure rating marked on valve body 202507139 1 Gate Valves Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Water Distribution Systems 331100-4 a Resilient Seated AWWA C515 b Working Pressure 350 psi c Ends Mechanical Joint with ASTM A307 and A563 Carbon Steel OR ASTM F593 and F594 type 304 Stainless Steel bolts and nuts d Operating Stem Non -Rising with 0 ring Seals e Operating Nut 2 inch Square, Open Left f Markings to be cast on the bonnet or body 1) Open indicating arrow 2) Manufacturer's name 3) Pressure rating 4) Year of manufacture 5) Size Ball Valves Up to 2-inches Brass body, teflon coated brass ball, rubber seats and stem seals, Tee stem pre -drilled for control rod, AWWA inlet end, compression outlet with electrical ground connector, with control rod, valve key, and extension box Corporation Stops shall be type for connecting to copper or polyethylene pipe, Mueller No H-15000, or approved equal, for up to two (2) inch service line B Valve Boxes 1 Cast Iron, 5-1/4 inch shaft 2 Vertical, 3 piece, Buffalo type 3 Box length to provide for 6 feet of pipe cover 4 Adjustable to 6 inches up or down from standard box length Designed to accommodate HS-20 traffic loadings and shall be selected with consideration for pedestrian, bicycle, and wheelchair traffic where appropriate The word "Water" shall be stamped or cast into cover so that it is plainly visible 23 SERVICE -SADDLE ASSEMBLIES A Comply with AWWA C800 Include saddle and valve compatible with tapping machine 24 COMBINATION AIR-RELEASE/VACUUM VALVE (ARV) A Combination air release/vacuum valve shall comply with AWWA C512 B Valve shall be CLA-VAL Series 33A, Class 300 lb or approved equal C The valve shall be equipped with threaded inlet 202507139 25 BLOW -OFF HYDRANT Brush Creek Transmission Main Water Distribution Systems TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 14PS11191111A i 202507139 A Hydrant shall be non-freezing, self- draining type, with minimum 3-foot bury B Hydrant will be furnished with a 2 Inch vertical FIP Inlet connection and 2" MIP outlet with plug C All working parts shall be bronze to bronze design and serviceable from above grade with no digging D Test all piping to one and one half (1-1/2) times the working pressure with a minimum of one hundred -fifty (150) psig minimum 26 TRACER WIRE A Tracer Wire shall be installed along all underground utility lines except electric Tracer wire shall be continuous throughout the entire underground portion of the utilities, with ends brought up into manholes, valve cans or other above ground features for easy connection with locating equipment B Tracer wire shall be #12 AWG copper clad steel, high strength with minimum 450 lb break load, with minimum 30 mil HDPE insulation thickness C Tracer wire shall connect to tracer wire stubbed out on utility stub -outs 27 WARNING TAPE A Plastic marking tape shall be acid and alkali -resistant polyethylene film, 6 inches wide, with minimum thickness of 0 004 inch Tape shall have a minimum strength of 1750 psi lengthwise and 1500 psi crosswise The tape shall be manufactured with integral wires, foil backing, or other means to enable detection by a metal detector when the tape is buried up to 3 feet deep The tape shall be of a type specifically manufactured for marking and locating underground utilities The metallic core of the tape shall be encased in a protective jacket or provided with other means to protect it from corrosion Tape color shall be as specified in the table below and shall bear a continuous printed inscription describing the specific utility Tape Color Red Yellow Orange Blue Green Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Utility Electric Natural Gas, Oil, Dangerous Material Telephone, Telegraph, Television, Police and Fire Communications Potable Water System Industrial and Sanitary Sewer Water Distribution Systems 331100 6 Purple Storm sewer, foundation drain PART 3 - EXECUTION 31 GENERAL A System must remain in service with limited Interruptions Coordinate all water shutdowns with Owner B Perform trench excavation, bedding of main and appurtenances and backfilling activities in accordance with Section 3123 33 C The minimum bury depth to the top of the water main is 4-feet 32 WATER MAIN INSTALLATION A Water mains shall be located under existing paved roadways within 2-ft of the edge of pavement to minimize disturbance to vegetated areas, where possible Where existing utilities exist that require the water main to be further than 2-ft from edge of pavement, water main location shall be as close to edge of pavement as minimum separation requirements allows B Trenching operation shall allow for a minimum 10-ft wide lane of existing pavement to maintain one-way traffic during construction C Water mains shall be installed with a minimum of three feet zero inches (3'-0") of cover from finished grade to the top of pipe barrel D Air Relief -Vacuum Breaker Valves shall be installed at each high point in all distribution mains Air relief valves shall be installed in precast manholes or Frost- proof vaults E Water meters shall be installed within a meter pit Remote read radio transmitting readout shall be connected to the meter via provide wiring and the affixed to a location outside the meter pit to allow for the Owner to read the meter F Install water mains and appurtenances in the locations and of the sizes and materials shown on the drawings G Install thrust restraint on all fittings and appurtenances Thrust blocks 202507139 are not allowed 33 Horizontal Pipe Deflection Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Water Distribution Systems 331100 7 PVC a AWWA C900 Water Main may be deflected in accordance with AWWA C605, for sizes 4-inch through 6-inch Nominal Size Minimum Bending Radius Offset Per 20' Length 4-inch 100 feet 6-inch 144 feet b Deflection will not be permitted at the joint and must be via a continuous arc of constant radius c Curved alignment of pipelines larger than 6-inch shall be determined by the pipe manufacturer's published joint offset limits d Fittings, bends or couplings that allow additional joint offset shall be used to achieve gradual alignment changes that exceed those based on the pipe manufacturer's published joint offset limits e In the absence of manufacturer's published joint offset limits, one degree per joint shall be considered the maximum for gasket joined pipe 2 HDPE Pipe Cold Bending Allowable Minimum Cold Bending Radius 1) 50-feet if not near a fitting or joint 2) 100-feet if near a fitting or joint 3) For tighter curve requirements, use prefabricated HDPE fittings of the same DR and OD as the pipe 34 LAYING PIPE A No pipe shall be placed in the trench until the Owner, or their representative has approved the trench B Each section of the pipe shall rest upon the pipe bedding or bottom of trench for the full length of its barrel C Backfill the pipe within 24 hours after installing the pipe in the trench, 202507139 leaving the joints and one foot of pipe on each site of each joint exposed until testing is complete Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado Water Distribution Systems 331100-8 202507139 D When work is not in progress, securely close open ends of pipe and fittings at the end of each day to prevent wildlife from entering E Care shall be taken while trenching activities are taking place not to leave trenches open overnight or through the weekend as these become traps for lizards, snakes, and small mammals It is recommended to trench only as much as can be filled in at the end of the day If trenches need to be left open for longer periods of time, they should be covered with plywood An escape (ramp or something they can climb out on) should be provided in the event wildlife falls in and all trenches shall be inspected prior to the begin of work to ensure wildlife are not trapped F When HDPE pipe is used, it shall be weaved in the trench to provide horizontal slack in the line for expansion and contraction G HDPE pipe shall be allowed to cool to within 20 F of the shaded trench bottom temperature before backfilling 35 CONNECTIONS TO EXISTING DISTRIBUTION SYSTEMS A Shutoff of mains will not be permitted overnight, over weekends, or on federal holidays B Coordinate system tie-in with the Owner a minimum of three working days before any connection is made C Notify residents affected by the water shutoff of the time and day of shutoff a minimum of two working days in advance D Only start work when all the materials, equipment and labor are on site E Spray or swab all connection components with a 1 % hypochlorite solution prior to installation F Once work on the connection has commenced, it shall proceed continuously without interruption, and as rapidly as possible until completed 36 PRESSURE AND LEAKAGE TESTING A Piping Tests, General 1 Pressure and Leakage testing shall meet the requirements of Maricopa Area Owners (MAG) Uniform Standard Specifications for Public Works Construction, Section 611 2 2 2 Conduct piping tests before surface restoration, after backfilling, and after cleaning and flushing 3 Testing Fill pipeline 24 hours before testing and temporarily apply test Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado Water Distribution Systems 331100 9 pressure to stabilize system In no event shall system be left pressurized at pressure greater than working pressure for longer than 8 hours Use only potable water Use of existing water system for filling and pressurizing can only be done if flushing, chlorination, and bacterial screening has been completed or with approved backflow prevention B Hydrostatic Tests Test at not less than one -and -one-half times working pressure for one hour 1 Test pressure shall be subjected to newly installed system components only Contractor must ensure complete isolation from all existing piping 2 The Contractor shall furnish the pump, pipe, gauge, measuring device, connections, and all other necessary apparatus, and shall furnish the necessary personnel to conduct the tests All equipment, gauges, and attachments shall be subject to approval by the Owner and Engineer 3 The Owner shall be present during the testing period Notify Owner at least 48 hours prior to testing 4 Use only potable water 5 Waterlines shall be tested in sections not to exceed 2,000 ft in length or a maximum pressure differential of 30 psi in the test section Test pressure shall be monitored at lowest elevation in a given test section 6 Testing shall be conducted in accordance with ASTM F2164 7 Test Procedure a Slowly fill each valve or plugged test section of pipe with water The line shall be filled by means of a pump connected to the pipe Operate all hydrants and taps to bleed entrapped air from the test section Operate the pump continuously during bleeding operations The pump shall take suction from a small auxiliary tank for measuring the water pumped into the test section b Raise the internal pressure of the system by pumping in water Increase pressure in 50-psig increments and inspect each joint between increments Slowly raise internal pressure to a test pressure of 15 times the working pressure or 160 psi, whichever is greater at the point of testing based on the elevation of the lowest point of the line or section under test, or other test pressure as approved by the Owner c The system should be allowed to stabilize for 4 hours at the test pressure before conducting the hydrostatic test Make up liquid may be added during this time to return to test pressure d After obtaining the approved test pressure record the water level in the auxiliary tank The test phase follows immediately and shall last 1 hour Immediately following the initial expansion phase, reduce the test pressure by 10 psi, and stop adding test liquid If no visual leakage is observed and the test pressure remains steady (within 5% of the target value) for one (1) hour, passing test is indicated 202507139 8 The Contractor shall furnish a written report to the Owner describing the results of each test The report must identify the specific portions of the pipeline tested, the pressure, the duration of the tests, and the amount of Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Water Distribution Systems 331100-10 leakage C Visual Hydrostatic Test Prior to burying any pipe section or connection to existing water piping or plumbing which cannot be tested per the procedure described above, a 1-hour pressure test shall be conducted using the procedure above but with a test pressure no greater than system operating pressure Passing test is Indicated by no observable leakage in the test section during the testing period D If there is leakage in excess of the above requirements, the Contractor shall, at their own expense, locate and replace any defective pipe, fittings, valves, joints, and hydrants as required, until the leakage is within the specified allowance All visible leaks are to be repaired regardless of the amount of leakage Flush the system, and repeat the pressure test until leak is repaired E No paints, asphalts, tars, or other types of pipe compounds shall be used to eliminate leaks 3 7 FLUSHING WATER MAINS A Unless the Owner approves the Tablet Disinfection Method, the mains shall be flushed prior to disinfection B Flush with potable water to provide 3 volumetric exchanges in the pipeline at a minimum velocity of 3 feet per second C If sediment or debris is still visible in the discharge, clear line and flush until discharge is clear 39 DISINFECTION A Disinfection must meet the standards of Colorado Department of Public Health and Environment B Chlorination 1 Disinfection by chlorination shall be performed after flushing and pressure testing are completed and approved by the Owner 2 Dosage & Procedure Per AWWA C651 3 Test Procedure Per AWWA C651 Section 5 C Disinfect in accordance with one of the methods outlined in Section 5 of AWWA C651 1 Tablet Method a Allowed only with Owners concurrence that storage, handling, and 202507139 installation of pipe were completed such that the pipe interior remained dry, clean, and void of sediment and debris b Introduce tablets or granules to produce a free chlorine Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Water Distribution Systems 331100 11 concentration of 25 mg/I during pipeline Installation c If tablets are used, attach them to the Inside top of pipe with a food grade adhesive d After pipeline filling, chlorinated solution shall remain in the pipe for a minimum of 24-hours 2 Continuous Feed Method a Feed a chlorine solution Into water entering the main such that the water will have a 25-mg/L free chlorine concentration b Continue feeding until the entire pipeline to be disinfected is filled with the chlorinated water c At the end of 24-hours, there must be at least 10-mg/L free chlorine residual as evidenced by residual tests taken at approximately 1200 feet Intervals along the main Slug Method a Feed a chlorine solution into water entering the main such that the water will have a 100-mg/L free chlorine concentration b Apply the solution continuously and sufficiently to ensure that a column of water with 100 mg/L free chlorine residual is formed in the pipe c Ensure that all parts of the main and its appurtenances are exposed to the column for at least 3-hours d Check the residual of the column at 1200 feet intervals along the main If it drops below 50 mg/I, inject additional chlorine solution into the entire column such that its residual is raised to 100 mg/I D For test methods Continuous Feed Method and Slug Method, ensure that the chlorine solution is introduced within 10-feet of the end of the section being disinfected and for all cases is being withdrawn or wasted from the most extreme point relative to the point of water introduction If branches exist, ensure that the chlorinated solution reaches all portions of the branches E After disinfection, flush chlorinated water from the pipe in an environmentally safe manner In no case shall direct disposal to a surface water be permitted 1 Check the chlorine residual at time of disposal 2 If disposal to a community sewer system is available, neutralize the chlorine residual if the free residual is above 10 mg/I 3 If disposal is to the ground surface or ditch, neutralize the chlorine residual if the free residual is above 1 mg/L 4 Use the following neutralization chemical schedule a Sulfur Dioxide at 0 8 lb / 100,000 gallons / mg/L of free chlorine b Sodium Bisulfite at 12 lb / 100,000 gallons / mg/L of free chlorine C Sodium Sulfite at 14 lb / 100,000 gallons / mg/L of free chlorine 202507139 d Sodium Thiosulfate at 1 2 lb / 100,000 gallons / mg/L of free chlorine e Continue flushing until the residual reaches distribution system Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Water Distribution Systems 331100 12 202507139 levels F After disinfecting and flushing but before the water main is placed in service, collect and test water samples for bacteriological quality G Sample in accordance with the Standard Methods for Examination of Water and Wastewater and in accordance with CDPHE regulations 1 Take two consecutive batches of tests, 24 hours apart 2 Collect samples from each pipe section tested and at approximately 1200 feet Intervals along each main 3 Deliver samples to a state certified testing lab and provide Owner with results within 24 hours of laboratory results H Regardless of the chosen testing method, if initial disinfection fails to produce satisfactory bacteriological results, re -chlorinate the mains and branch lines, flush and take new samples until satisfactory results are obtained Do not place main in service until the Owner has received safe bacteriological results Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado END OF SECTION Water Distribution Systems 331100-13 SECTION 33 90 02 VALVES AND OPERATORS PART 1 — GENERAL 101 SECTION INCLUDES A All valving, operators, and valving appurtenances 102 RELATED SECTIONS A Section 33 02 01 - Pipe and Pipe Fittings General Statement 103 REFERENCES A The following is a list of standards which may be referenced in this section 1 National Sanitation Foundation (NSF) and American National Standards Institute (ANSI) a B16 1, Cast Iron Pipe Flanges and Flanged Fittings b C111/A21 11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings C NSF/ANSI-372, Drinking Water System Components — Lead Content 2 American Society of Sanitary Engineers (ASSE) 1011, Performance Requirements for Hose Connections Vacuum Breakers 3 American Society for Testing and Materials (ASTM) a A126, Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings b A276, Standard Specification for Stainless and Heat -Resisting Steel Bars and Shapes c A351, Standard Specification for Castings, Austenitic, Austenitic-Ferric (Duplex), for Pressure -Containing Parts d A536, Standard Specification for Ductile Iron Castings e B61, Standard Specification for Steam or Valve Bronze Castings f B62, Standard Specification for Composition Bronze or Ounce Metal Castings g B98, Standard Specification for Copper -Silicon Alloy Rod, Bar, and Shapes h B127, Standard Specification for Nickel -Copper Alloy (UNS N04400) Plate, Sheet, and Strip i B139, Standard Specification for Phosphor Bronze Rod, Bar, and Shapes B164, Standard Specification for Nickel -Copper Alloy Rod, Bar, and Wire k 13194, Standard Specification for Copper -Beryllium Alloy Plate, Sheet, Strip, and Rolled Bar 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Valves and Operators 339002-1 1 B584, Standard Specification for Copper Alloy Sand Castings for General Applications m D429, Test Methods for Rubber Property —Adhesion to Rigid Substrates n D1784, Standard Specification for Rigid Poly Vinyl Chloride (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds 4 American Water Works Association (AWWA) a C500, Gate Valves for Water and Sewerage Systems b C504, Standard for Rubber -Seated Butterfly Valves c C508, Standard for Swing -Check Valves for Waterworks Service, 2 in Through 24 in NPS d C509, Resilient -Seated Gate Valves for Water and Sewerage Systems e C540, Power -Actuating Devices for Valves and Sluice Gates f C550, Protective Epoxy Interior Coatings for Valves and Hydrants 9 C606, Grooved and Shouldered Joints h C800, Underground Service Line Valves and Fittings 5 Manufacturers Standardization Society (MSS) a MSS-SP-67, Butterfly Valves 104 SUBMITTALS A Shop Drawings 1 Product data sheets for make and model 2 Complete catalog information, descriptive literature, specifications, and identification of materials of construction 3 Power and control wiring diagrams, including terminals and numbers 4 Complete motor nameplate data 5 Open/close and throttle actuators sizing calculations B Quality Control Submittals 1 Certificate of Compliance for a Butterfly valves, full compliance with AWWA C504 2 Tests and inspection data 3 Contractor shall determine the on -site inlet natural gas pressure to the specified gas regulating valves and submit the findings to the engineer 4 Manufacturer's Certificate of Proper Installation 5 Operation and maintenance manual PART 2 - PRODUCTS 201 GENERAL A Valve to include operator, actuator, handwheel, chain wheel, extension stem, floor stand, worm and gear operator, operating nut, chain, wrench, and accessories for a complete operation B Valve to be suitable for intended service Renewable parts not to be of a lower quality than 202507139 specified Brush Creek Transmission Main Valves and Operators TOWN PROJECT NO 52-59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 33 90 02 - 2 C Valve same size as adjoining pipe D Valve ends to suit adjacent piping E Size operator to operate valve for the full range of pressures and velocities F Valve to open by turning counterclockwise G Factory mount operator, actuator, and accessories H Valves on non-metallic piping systems shall be of non-metallic construction 2 02 MATERIALS A Brass and bronze valve components and accessories for potable and non -potable water that have surfaces in contact with water shall be lead free and meet current EPA standards B Approved alloys are of the following ASTM designations 1 B61, B62, B98 (Alloy UNS No C65100, C65500, or C66100), B139 (Alloy UNS No C51000), B584 (Alloy UNS No C90300 or C94700), B164, B194, and B127 2 Stainless steel Alloy 18-8 may be substituted for bronze 2 03 FACTORY FINISHING A Epoxy Lining and Coating 1 In accordance with AWWA C550 and NSF 61 unless otherwise specified 2 Either two-part liquid material or heat -activated (fusion) material except only heat - activated material if specified as "fusion" or "fusion bonded" epoxy 3 Minimum 7-mil dry film thickness except where limited by valve operating tolerances B Exposed Valves 1 In accordance with Section 09 99 00 - Painting 2 Safety isolation valves and lockout valves with handles, handwheels, or chain wheels "safety yellow " 2 04 VALVES A Gate Valves 1 Gate Valve 3 Inches and Smaller All -bronze, screwed bonnet, single solid wedge gate, nonnsing stem, rated 125-pound SWP, 200-pound WOG a Manufacturers and Products 1) Stockham, B103, threaded end 2) Crane, 438, threaded end 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Valves and operators 339002-3 3) Stockham, B104, soldered end 4) Crane, 1324, soldered end 2 Resilient Seated Gate Valve 3-Inch to 12-Inch for Water Service a Iron body, resilient seat, bronze mounted, mechanical joint ends, for buried service, flanged ends for exposed service, nonnsing stem, equipped with 0-ring stem seals, and shall close by turning clockwise, in accordance with AWWA C509, rated 200 psi cold water, full port, fusion epoxy -coated inside and outside b Coating in accordance with AWWA C550 and NSF 61 c Manufacturers and products 1) Mueller 2) Waterous 3) AYK B Butterfly Valves 1 Buried Service Butterfly valve specified shall meet or exceed the requirements of AWWA C504, Class 150B and be in compliance with the following requirements 1) Suitable for throttling operations and infrequent operation after penods of inactivity 2) Elastomer seats bonded or vulcanized to body shall have adhesive integrity of bond between seat and body assured by testing with minimum 75-pound pull in accordance with ASTM D429, Method B or The valve shall be capable of handling velocities of 30 feet per second without vulcanized seats 3) Bubble -tight with rated pressure applied from either side 4) No travel stops for the disc on interior of the body 5) Self-adjusting V-type or 0-ring shaft seals 6) Isolate metal -to -metal thrust bearing surfaces from flowstream Flanged end, short body type, including lug style body valves 2 Exposed Service a Flanged end, short body type, including lug style body valves b Valve materials 1) Ductile Iron Pipe (a) Valve Body Cast iron (b) Disc Nylon coated ductile iron (c) Seals and Seat EPDM (d) Stem 316 stainless steel 2) PVC Pipe (a) Valve Body PVC (b) Disc Polypropylene (c) Seals and Seats EPDM (d) Shaft Stainless steel c Pressure rated at 175 psi for 12 Inch and smaller d Elastomer seat shall meet MSS-SP-67 requirements and be field replaceable 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Valves and Operators 339002-4 e All connections to stainless steel piping shall be insulated See Section 33 02 01 f Manufacturers and Products 1) Bray, Series 30/31 and 36 2) Keystone 3) Crane C Check Valve 1 Swing Check Valve a Manufacturers and Products 1) GA Industries, APCO, or others that meet these specifications b Flanged end, cast Iron body, bronze mounted swing type, solid bronze hinges, stainless steel hinge shaft, outside lever and spring c Rated for 250 PSI working pressure D Air Release Valve 1 Suitable for water service, automatically exhaust small amounts of entrained air that accumulates in a system, in CLOSED position, seat against resilient seat to prevent water leakage 2 Rated 150 psi working pressure, cast iron, ductile iron, or semi -steel body, cover with stainless steel float and trim 3 Manufacturers and Products a APCO Valve and Primer Corp b Val-Matic Valve E Combination Valve (Air/Vacuum) Water 1 Suitable for water service, discharging large amounts of air while system is being filled, admitting large amount of air while system is being drained, and releasing accumulated air from the system while it is under pressure and operating 2 Rated 150 psi working pressure, cast iron, ductile iron, or semi -steel body, cover with stainless steel float and trim 3 Manufacturers and Products a APCO Valve and Primer Corp b Val-Matic Valve 2 05 OPERATORS A Manual Operator 1 General a Operator force not to exceed 40 pounds under any operating condition, including initial breakaway Gear reduction operator when force exceeds 40 pounds h Operator self-locking type or equipped with self-locking device c Position indicator on quarter -turn valves d Worm and gear operators one-piece design worm -gears of gear bronze material Worm hardened alloy steel with thread ground and polished 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52-59 773 522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Valves and Operators 339002-5 Traveling nut type operators threader steel reach rods with internally threaded bronze or ductile iron nut a Galvanized and painted handwheels £ Valve handles to take a padlock, and wheels a chain and padlock 2 Handwheels a Provide handwheels for all valves not having chain or lever operators b Assure direction of rotation to open each valve counter -clockwise c Furnish valve body or operator with impression cast showing word "OPEN" and arrow indicating open direction Buried Operator a Buried service operators on valves larger than 2-1/2 inches shall have a 2- inch AWWA operating nut Buried operators on valves 2 inches and smaller shall have cross handle for operation by forked key Enclose moving parts of valve and operator in housing to prevent contact with the sod b Design buried service operators for quarter -turn valves to withstand 450 foot- pounds of input torque at the FULLY OPEN or FULLY CLOSED positions, grease packed and gasketed to withstand a submersion in water to 10 psi c Buried valves shall have extension stems, bonnets, and valve boxes 2 06 ACCESSORIES A Valve Tags 1 Provide 1 '/z-inch diameter heavy brass or stainless steel tags for all manual valves greater than 2-inch diameter 2 Tag numbers will be provided during construction B T-Handled Operating Wrench 1 Three galvanized operating wrenches, 4 feet long 2 Manufacturers and Products a Mueller, No A-24610 b Clow No, F-2520 Three galvanized operating keys for cross handled valves C Extension Bonnet for Valve Operator Complete with stem and accessories for valve and operator 1 Manufacturers and Products a Pratt b Allis-Chalmers D Floor Stand and Extension Stem 1 Nonnsing, indicating type 2 Complete with stem, coupling, handwheel, stem guide brackets, and yoke attachment 3 Stem Guide Space such that stem UR ratio does not exceed 200 4 Anchor Bolts Type 304 SST 202507139 Brush Creek Transmission Main TOWN PROJECT NO 52 59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Valves and Operators 339002-6 5 Manufacturers and Products a Clow, Figure F-5515 b Mueller, Figure A-26426 E Floor Box and Stem 1 Plain type, for support of nonnsing type stem 2 Complete with stem, operating nut, and stem guide brackets 3 Stem Guide Space such that stem L/R ratio does not exceed 200 4 Anchor Bolts Type 304 SST 5 Manufacturers and Products a Neenah Foundry, R 7506 b Clow, No F5690 F Concrete Valve Box Designed for traffic loads, sliding type, with minimum of 8-inch ID shaft 1 Box Concrete, minimum depth 12 inches, cast Iron ring seat 2 Lid Cast Iron, minimum depth 3 Inches, marked WATER 3 Extensions Concrete PART 3 - EXECUTION 3 01 INSTALLATION A Flange Ends 1 Flanged valve boltholes shall straddle vertical centerline of pipe 2 Clean flanged faces, Insert gasket and bolts, and tighten nuts progressively and uniformly B Screwed Ends 1 Clean threads by wire brushing or swabbing 2 Apply joint compound C Valve Orientation 1 Install handwheel or lever above valve when valve is Installed in horizontal runs, unless otherwise shown 2 Orient butterfly valve shaft so that unbalanced flows or eddies are equally divided to each half of the disc, i e , shaft is in the plane of rotation of the eddy D Install a line size ball valve and union upstream of each solenoid valve, in -line flow switch, or other in -line electrical device, excluding magnetic flowmeters, for isolation during maintenance E Locate valve to provide accessibility for control and maintenance F Extension Stem for Operator Where the depth of the valve is such that its centerline is more than 3 feet below grade, furnish an operating extension stem with 2-inch operating nut to bring the operating nut to a point 6 inches below the surface of the ground 202507139 and/or box cover G Floor Box and Stem Steel extension stem length shall locate operating nut in floor box Brush Creek Transmission Main Valves and Operators TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 33 90 02 - 7 3 02 TESTS AND INSPECTION A Valve may be either tested while testing pipelines, or as a separate step B Test that valves open and close smoothly with operating pressure on one side and atmospheric pressure on the other, in both directions for two-way valve and applications C Inspect air and vacuum valves as pipe is being filled to verify venting and seating is fully functional D Count and record number of turns to open and close valve, account for any discrepancies with manufacturer's data E Set, verify, and record set pressures for all relief and regulating valves F Test hydrostatic relief valve seating and record leakage Adjust and retest to maximum leakage of 0 1 gpm per foot of seat periphery G See Section 01 72 00 Startup, Demonstration, and Instruction of Systems END OF SECTION 202507139 Brush Creek Transmission Main CITY PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT 180269 Town of Eagle Colorado Valves and Operators 339002-8 SECTION 40 90 00 INSTRUMENTATION AND CONTROLS PART GENERAL 101 SUMMARY A This section covers the furnishing and Installation of metering and control equipment which shall include the following principal items 1 Metering and Control Systems Principal components of the metering and control systems shall be as listed on the "Instrument List" at the end of this section and shall include the PLC system as is shown on the Drawings 2 Miscellaneous One lot of test equipment, spare parts, and miscellaneous devices as set forth herein Supplementing this section, the drawings indicate locations and arrangement of panels and instruments and provide functional diagrams and schematics regarding connection and interaction with other equipment B Related Sections 1 Section 01 60 00 — Materials and Equipment 2 Section 26 00 00 — Electrical 102 REFERENCES A Codes & Permits 1 All work and materials shall comply with the National Electrical Code, the National Electrical Safety Code, and applicable local regulations and ordinances All panels shall be listed by Underwriters Laboratories or other testing organizations acceptable to the governing authority The Contractor shall, at his own expense, arrange for and obtain all necessary permits, inspections, and approval by the proper authorities in local jurisdiction of such work 103 SUBMITTALS A Complete fabrication, assembly, and installation drawings wiring and schematic diagrams and details, specifications, and data covering the materials used and the parts, devices, and accessories forming a part of the equipment furnished shall be submitted in accordance with the submittals section Submittal data shall be grouped and submitted in two separate stages The submittal for each stage shall be substantially complete Individual drawings and data sheets submitted at random intervals will not be accepted for review Instrument tag numbers indicated on the contract drawings shall be referenced where applicable Submittal data for multifunctional instruments shall include complete descriptions of the intended functions and configurations of the instruments I First -stage Submittal The first -stage submittal shall include the following items 202507139 a Product catalog cut sheets clearly marked to show the applicable model number, operational features, and intended service of the device b A detailed list of any exceptions, functional differences, or discrepancies between Brush Creek Transmission Main Instrumentation and Controls TOWN PROJECT NO 52-59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 40 90 00 -1 the Supplier's proposed system and the contract requirements c Complete panel fabrication drawings and details of panel wiring, piping, and painting Panel and subpanel drawings shall Include overall dimensions, metal thickness, door swing, mounting details, and front of panel arrangement to show general appearance, with spacing and mounting height of Instruments and control devices d System wiring and Installation drawings for all Interconnecting wiring between components of the systems furnished and for all Interconnecting wiring between the related equipment and the equipment furnished under this section Wiring diagrams shall show complete circuits and Indicate all connections e If panel terminal designations, Interdevlce connections, device features and options, orotherfeatures are modified as a result of the fabrication process or factory testing, revised drawings shall be resubmitted f A total of seven (7) copies for the submittal shall be provided 2 Second -stage Submittal Complete system documentation, In the form of operation and maintenance manuals, shall be provided Manuals shall Include complete product Instruction books for each Item of equipment furnished a Where Instruction booklets cover more than one specific model or range of Instrument, product data sheets shall be Included which Indicate the Instrument model number, calibrated range, and all other special features A complete set of "as -built" wiring, fabrication, and Interconnection drawings, calibration and startup sheets shall be Included with the manuals b A copy of all final O&M manuals shall be provided In PDF format on a USB Thumb drive All AutoCAD drawings shall be provided In PDF and DWG formats c A total of two (2) printed copies, and two (2) softcoples of final O&M manuals shall be provided 104 QUALITY ASSURANCE A Supplier's qualifications 1 The entire system shall be designed, coordinated, and supplied by a qualified system Integrator (Integrator) who Is regularly engaged In the business of designing and building Instrument and control systems for water and wastewater projects The Contractor's Intended Integrator shall meet the following qualifications a The Integrator shall have and shall maintain a qualified technical staff and design office The qualifications and experience of key project personnel shall be acceptable to the Engineer b The Integrator shall have the physical plant and fabricating personnel to complete the work specified The Integrator's fabrication capabilities and arrangements shall be acceptable to the Engineer c The Integrator shall employ competent service personnel to service the equipment furnished The geographic location of service personnel for this project shall be acceptable to the Engineer d The Integrator shall provide a "Statement of Qualifications" Indicating that they have successfully provided similar work for at least 5 years 202507139 B Coordination 1 Instrument and control systems shall be designed and coordinated for proper operation with related equipment and materials furnished by other suppliers under othersectlons Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Instrumentation and Controls 409000-2 of these specifications All Instruments and control devices shall be applied in full conformity with the drawings, specifications, engineering data, Instructions, and recommendations of the Instrument or device manufactured and the manufacturer of related equipment 2 Installation drawings shall be prepared for Interconnecting wiring and piping between the related equipment and the equipment furnished under this section All Interconnecting wiring shall be appropriate for the service and shall result in a properly functioning system 3 The Integrator shall provide coordination with other contractors and supervision of Installation as required during construction 4 Coordination shall be provided between the Integrator and the process system supplier 5 Instrument and control systems shall be designed and coordinated for proper operation with other sections of these specifications These shall Include but not be limited to Materials and Equipment — Section 01 60 00, Electrical — Section 26 00 00, and Programmable Logic Controllers — Section 40 95 00 105 WARRANTY A All suppliers shall warrant their hardware for a period of one year from the date of system acceptance PART 2 PRODUCTS 101 GENERAL REQUIREMENTS A All equipment furnished under this section shall be selected by the system supplier for its superior quality and intended performance Unless indicated otherwise, all equipment and material shall be new, undamaged and meet the requirements of UL Where UL requirements are not applicable, equipment and material shall be identified as such by the supplier and approved by the Engineer before purchase and installation Equipment and materials used shall be subject to review and shall comply with the following requirements 1 Power and Instrument Signals Unless specified otherwise, electrical power supply to the instrumentation equipment will be unregulated 120 VAC at the locations noted on the one -line and functional diagrams All transmitted electronic analog instrument signals shall be 4-20 mA DC and shall be linear with the measured variable 2 Metering Accuracy System metering accuracy, as compared to the actual process value, shall be determined from the value read at the principal readout device such as the recorder or totalizer System requirements shall not preclude any requirements specified herein for individual devices a For systems where the primary measuring device, transmitter, and receiver are furnished under this section, the accuracies shall be within the following limits 1) Level 1 0% of measured span ii) Flow Rate magnetic or transit time ultrasonic metering 0 5% of full scale between 1 0 and 100% of scale 3 Appurtenances Signal converters, signal boosters, amplifiers, special power supplies, 202507139 special cable, special grounding, and isolation requirements shall be furnished and installed as required for proper performance of the equipment Brush Creek Transmission Main Instrumentation and Controls TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 40 90 00 - 3 4 Interchangeability and Appearance Instruments used for the same types of functions and services shall be of the same brand and model line Insofar as possible Similar components of different Instruments shall be from the same manufacturer to facilitate maintenance and stocking of repair parts Whenever possible, Identical units shall be furnished Recorders, process indicators, control stations, and similar panel -mounted instruments shall be of the same style and shall be products of the same major instrument manufacturer 5 Programming Devices A programming or system configuring device shall be provided for systems that contain any equipment which required such a device for routine calibration, maintenance, and troubleshooting The programming device shall be complete and in like -new condition and shall be turned over to the Owner at completion of the startup 6 Device Tag Numbering System All devices shall be provided with permanent identification tags The tag numbers shall agree with the instrument device schedules and with the supplier's equipment drawings All field -mounted transmitters and devices shall have stamped stainless steel identification tags Panel, subpanels, and rack - mounted devices shall have laminated plastic identification tags securely fastened to the device Hand lettered labels or tape labels will not be acceptable 7 Special Tools and Accessories Equipment requiring periodic repair and adjustment shall be furnished complete with all special tools, instruments, and accessories required for proper maintenance Equipment requiring special devices for lifting or handling shall be furnished complete with those devices 8 Provide sunshade for outdoor installations 9 Provide stainless steel tags for each instrument 102 PANEL FABRICATION A General Fabrication Requirements All panels furnished hereunder shall conform to the requirements of NEMA ICS-6-1988 The following paragraphs describe general fabrication requirements for the instrument panels, consoles, enclosures, and subpanels 1 All completed panels shall be UL 508A or UL 698 listed (as appropriate) 2 Wiring a All internal instrument and component device wiring shall be as normally furnished by the manufacturer With the exception of electronic circuits, all interconnecting wiring and wiring to terminals for external connection shall be stranded tinned copper, insulated for not less than 600 volts, with a moisture -resistant and flame- retardant covering rated for not less than 90°C b The power entrance to each panel shall be provided with a surge protection device Surge protectors shall be nominal 120 VAC Surge protectors shall be of a non - faulting and non -interrupting design, with a response time of not more than 5 nanoseconds Surge protectors shall be Cutler Hammer AEGIS Powerline Filters, or equal c Panels that are over 15 cubic feet in total volume shall have panel lighting above each door of the panel d Power distribution wiring on the line side of the panel's protective devices shall be minimum 12 AWG Secondary power distribution wiring shall be minimum 16 202507139 AWG Wiring for control circuits shall be minimum 16 AWG Electronic analog circuits shall be 18 AWG twisted and shielded pairs rated not less than 300 volts Analog circuits shall be separated from ac power circuits Wiring for ac power Brush Creek Transmission Main Instrumentation and Controls TOWN PROJECT NO 52 59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 40 90 00 - 4 distribution, do power distribution, and control circuits shall have different colors and shall agree with the color coding legend on the system supplier's panel wiring diagrams c Terminal blocks for external connections shall be suitable for 12 AWG wire and shall be rated 30 amperes at not less than 300 volts Terminal blocks shall be fabricated complete with a marking strip, covers, and pressure connectors Terminals shall be labeled to agree with identification shown on the supplier's submittal circuits, plus one ground for each shielded cable Not less than 8 inches of clearance shall be provided between the terminal strips and the base of vertical panels for conduit and wiring space Not less than 20% spare terminals shall be provided Each control loop or system shall be individually fused, and all fused or circuit breakers shall be clearly labeled and located for easy maintenance Terminal block shall be Phoenix Contact UT 4-MTD series £ All wiring shall be grouped and firmly supported inside the panel Wiring shall be routed in nonmetallic slotted wire duct or similar Ducts shall be readily accessible within the panel with removable covers and shall have a space of at least 40% of the depth of the duct available for future use after installation is complete and all field wiring installed Sufficient space shall be provided between cable groups or ducts and terminal blocks for easy installation or removal of cables Wire duct shall be Thomas & Betts Ty Duct or approved equal g Where signal or loop wiring must be routed to more than one panel or device, the required circuit routing shall be as indicated on the one -line diagrams h All analog input signals coming from external from the building where the panel Is located shall have surge protection i The panel fabricator shall provide such additional circuits as may be indicated on the electrical schematic drawings J All wires in the panel shall be identified at both ends of the wire These labels shall agree with the labels shown on the wiring diagrams The wire labels shall be of the heat -shrink tube type of wire marker as manufactured by Brady thermal labels k All instruments that require 120vac power that have the signal from the instrument going to a panel, shall be provided 120vac from that panel The 120vac circuit to these instruments shall be individually fused Uninterruptable Power Supply (UPS) a Any panels that have PLCs or are shown to have a UPS on the drawings shall have a UP b The PLC and all associated equipment shall be powered by a UPS c. The UPS shall be sized to provide power to all devices connected to It for a minimum of 30 minutes 4 The UPS shall be wired so that in the event of the UPS failure, the PLC panel will be powered by utility power and an alarm will be generated 5 Nameplates Nameplates shall be provided on the face of the panel or on the Individual device as required Panel nameplates shall have approximate dimensions and legends, as indicated on the drawings, letters approximately 3/16 inch high extending through the black face Into the white layer Nameplates shall be secured firmly to the panel Panel face nameplates do not replace the requirement for device identification tags as specified herein under the Device Tag Numbering System paragraph 202507139 6 Painting Interior and exterior surfaces of all panels shall be thoroughly cleaned and painted with rust -inhibitive primer The panel interior shall be painted white with the Brush Creek Transmission Main Instrumentation and Controls TOWN PROJECT No 52-59 773 522306 SEH PROJECT NO EAGLT- 180269 Town of Eagle Colorado 40 90 00 - 5 manufacturer's standard coating All pits and blemishes in the exterior surface shall be filled Exterior surfaces shall be painted with one or more finish coats of the manufacturer's standard coating Finish coats shall have a dry film thickness of at least 4 mils 7 Factory test Panels shall be factory tested electrically by the panel fabricator before shipment 103 METERING & CONTROL SYSTEMS A Principal components for the metering and control systems are Indicated on the "Instrument List" at the end of this specification 104 CONTROL COMPONENTS A Panel Front -Mounted Devices 1 SELECTOR SWITCHES Selector switches shall be a minimum 30 mm, heavy-duty, oil -tight type with gloved -hand or wing lever operators Position legends shall be engraved on the switch faceplate Switches for electric circuits shall have silver butting or sliding contacts, rated 10 amperes continuous at 120 volts ac Contact configuration shall be as indicated on the drawings or as required for the application Switches used in electronic signal circuits shall have contacts suitable for that duty Switches shall be Eaton "Series 10250T", Square D "Class 9001", or approved equal 2 INDICATING LIGHTS Indicating lights shall be a minimum 30 mm, heavy-duty, oil - tight type, Push -to -Test, which uses a low voltage lamp A built-in transformer shall be used for AC service Legends shall be engraved on the lens or on a legend faceplate Lamps shall be easily replaceable from the front of the indicating light Indicating lights shall be Eaton "Series 10250T", Square D "Class 9001 ", or approved equal 3 PUSH BUTTONS Push buttons shall be a minimum 30 mm, heavy-duty, oil -tight type Legends shall be engraved on push button faceplate Contacts shall be rated 10 amperes continuous at 120 VAC Push buttons shall be Eaton "Series 102507", Square D "Class 9001 ", or approved equal 4 DIGITAL PANEL DISPLAYS Digital panel displays shall be designed for semi -flush mounting in a panel The display shall be a 3-1/2 digit LED or gas -discharged type, with digit height of not less than 0 5 inch The display shall be easily read at a distance of 10 feet in varying control room lighting environments Operating temperature range shall be 0 to 400C Accuracy shall be plus or minus 0 1 % The display shall be scaled in engineering units, with the units engraved on the display face or on the associated nameplate The display shall have selectable decimal point and shall provide red indication Digital displays shall be as manufactured by Red Lion "PAXP" series or Action Instruments B Panel Interior -Mounted Devices 1 POWER SUPPLIES Regulated DC power supplies for Instrument loops shall be provided as needed Power supplies shall be suitable for input voltage variation of plus or minus 10% The DC power supplies shall be Idec "PS5R Slim line", or Phoenix Contact "UNO" 202507139 2 RELAYS Relays Indicated to be provided In panels, enclosures, or systems furnished under this section shall be of the plug-in socket base type with dustproof plastic enclosures unless noted otherwise Relays shall be UL listed Relays shall have a Brush Creek Transmission Main Instrumentation and Controls TOWN PROJECT NO 52-59 773-522306 SEH PROJECT NO EAGLT - 180269 Town of Eagle Colorado 40 90 00 - 6 minimum rating of 10 amperes at 120 VAC Time -delay relays shall have dials or switch settings engraved in seconds and shall have timing repeatability of +/- 2 0% of setting Latching and special purpose relays shall be as required for the specific application Relays shall have a light to indicate when coil is energized Relays shall be Idec "RH or RTE Series" or approved equal ELECTRONIC SIGNAL BOOSTERS AND ISOLATORS Electronic Signal Boosters and Isolators shall have all solid-state circuitry and complete electrical isolation between the power supply and the input and output signals Accuracy shall be +/-0 15% of span Isolators shall be manufactured by Acromag, Moore, or Phoenix Contact 105 INSTRUMENTATION A Flow Instrumentation Magnetic Flow Meters a The Magnetic Flow Meter shall be a completely obstruction less, in -line flow meter with no constrictions in the flow of fluid through the meter The meter shall consist of a metallic tube with flanged ends and with grounding rings Flange diameter and bolt drilling pattern shall comply with ANSI/ASME B16 5, Class 150 for 24" and smaller, and AWWA Class D for 28" and larger Meters shall be suitable for the maximum range of working pressures of the adjacent piping Electrode and liner materials shall be fully compatible with the process fluid and shall comply with the requirements specified in the instrument device schedules Each meter shall be factory calibrated, and a copy of the calibration report shall be submitted as part of the operation and maintenance manual submittal b In vaults, wet wells and all other below grade locations the flow meter shall be IP68/NEMA 6P Protection c The meter shall be capable of standing empty for extended periods of time without damage to any components The meter housing shall be of a splash -proof and drip - proof design d Power supply to the meter shall be 120 VAC, 60 Hz, single phase e Provide NSF61 Drinking Water approval for Water Applications £ Meters shall be Rosemount Type 8750W or approved equal 2 Conductance Relay Level Switch a Each level switch shall consist of a single -pole, double -throw relay with contacts rated not less than 5 amperes ac at 120 VAC The relay primary power shall be 120 VAC The electrodes shall be flexible wire suspension type with shielded stainless steel electrode tips The electrode holder shall be the manufacturer's standard holder appropriate for the application b Electrodes and conductance relay shall be as manufactured by Gems Sensors (Warrick Controls) or Ametek (BW Controls), or approved equal B Miscellaneous Instrumentation 1 Limit Switch a The limit switch shall be of the lever operated limit switch type and shall be 202507139 enclosed in a NEMA 4 housing The switch shall be furnished with one NO and one NC contacts and screw type wiring terminal The switch shall be heavy duty, Brush Creek Transmission Main Instrumentation and Controls TOWN PROJECT NO 52-59-773 522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado 40 90 00 7 oil tight type Limit switches shall be Square D model "9007C54132" with adjustable type roller lever arm "9007HAV or approved equal PART 3 EXECUTION 101 INSTALLATION REQUIREMENTS A General Requirements 1 The instrumentation equipment shall be installed by the Contractor or his subcontractors in accordance with the manufacturers' instructions The services of the system Supplier's technical representative shall be provided as necessary to calibrate, test, and advise others of procedures for adjustment and operation B Inspection 1 Inspect materials and equipment for signs of damage, deterioration or other deleterious effects of storage, transportation, handling, or defects in manufacture or assembly a Replace with identical new materials or equipment or repair to like new condition any materials or equipment showing such effects to the satisfaction of the Engineer and Owner C Equipment Installation 1 Handle, install, connect, clean, condition, align and adjust products and equipment in strict accordance with manufacturer's instructions and in conformity with specification requirements a Maintain one complete set of manufacturer's installation instructions at the jobsite during installation and until installation is accepted by the Engineer and Owner b Perform all work in accordance with manufacturer's instructions 1) Do not omit any preparatory step or installation procedure unless specifically modified or exempted by contract documents ii) Should job conditions or specification requirements conflict with manufacturer's instructions, consult with Engineer prior to proceeding c Field Wiring Field wiring materials and installation shall conform to the requirements of the electrical section d Field Piping Field piping materials and installation shall conform to the requirements of the miscellaneous piping section e Field -Mounted Instruments Instruments shall be mounted so they may be easily read and serviced and all appurtenant devices are easily operated Installation details for some instruments are indicated on the drawings Unless otherwise indicated on the drawings, instruments which include local indicators shall be mounted approximately 5 feet above the floor and shall be oriented for ease of viewing Transmitters shall be mounted on corrosion -resistant pipe supports suitable for floor, wall, or bracket mounting D Field Calibration A technical representative of the system supplier shall calibrate each instrument and shall provide a written calibration report for each instrument, indicating the results and final tuning adjustment settings The adjustment of each calibrated instrument shall be sealed or marked, insofar as possible, to discourage tampering Instruments shall be 202507139 calibrated before checkout of the operation of the system E Systems Check A technical representative of the system supplier shall participate in the Brush Creek Transmission Main TOWN PROJECT NO 52-59-773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Instrumentation and Controls 409000-8 checkout of metering and control systems If Interrelated devices furnished by other suppliers, such as valve actuators, motor controls, chemical feeders, or primary measuring devices, do not perform properly when placed in service, the technical representative shall use suitable test equipment to introduce simulated signals to verify or measure signals from such devices as required to locate the source of trouble or malfunction A written report stating the results of such tests shall be furnished, if requested by the Engineer, to assign responsibility for corrective measures Installation Test Equipment Unless specified otherwise, all test equipment for the calibration and checking of system components shall be provided by the Contractor for the duration of the testing work Unless specified otherwise, test equipment will remain the property of the Contractor or the system Supplier F Adjustment and Cleaning 1 Perform all required adjustments, tests, operational checks, cleaning and other start- up activities required 2 Take precautions, as necessary, to properly protect all equipment from damage Installed equipment to be protected from further construction operations 102 CUSTOMER TRAINING A The coordinating supplier shall provide a qualified representative at the job site to train the Owner's personnel in operating and maintenance of the equipment The training session shall include a technical explanation of the equipment and an actual hands-on demonstration The training session shall consist of one 4-hour session, and the schedule shall be arranged and coordinated with the Engineer 103 INSTRUMENT LIST 104 Brush Creek Transmission Main 105 Instrument List Tag # Description Service Scale Notes / Provided by FE/FIT-2 Vault Flow Magnetic Flow Meter 4-20mA 40 90 00 LSH-2 Vault Water on Floor Warrick Relay 40 90 00 PIT-2 Vault Discharge Pressure Transmitter Pressure Transmitter -20mA 40 90 00 END OF SECTION 202507/39 Brush Creek Transmission Main TOWN PROJECT NO 52 59 773-522306 SEH PROJECT NO EAGLT-180269 Town of Eagle Colorado Instrumentation and Controls 409000-9 Docusign Envelope ID 301FE63D 8997-4083-AF7D 961D7E441579 202507139 EX MIT C Docuslgn Envelope ID 301FE63D B997-4083 ARD-961D7E441579 -A SEH PARCEL A WATERLINE AND ACCESS LICENSE AGREEMENT Sheet 1 of 3 A parcel of land lying in the northeast one -quarter (NE1/4) of Section 14, southeast one -quarter (SE1/4) of Section 14, and southwest one -quarter (SW1/4) of Section 13, and Tract 67, Township 5 South, Range 84 West, of the 6th Principal Meridian, County of Eagle, State of Colorado, being a portion of Parcel 3 described in Reception Number 201723596, Eagle County Records, described as follows A 50 foot wide strip of land lying 15 feet northeasterly and 35 feet southwesterly of the following described line Beginning at a point on the west line of said Parcel 3, from which Corner 2, Tract 67, bears N00°49'55"E, 807 59 feet, thence S55027'56"E, 19 45 feet, thence S67017'16"E, 447 07 feet, to Point A, thence S67°17'16"E, 17 11 feet, thence S50003'19"E, 102 11 feet, thence S52019'41"E, 783 19 feet, thence S48001'48"E, 71 52 feet, to Point B, thence S48001'48"E, 71 58 feet, thence S42009'38"E, 325 54 feet, thence S25047'12"E, 1020 54 feet, thence S17034'29"E, 425 66 feet, to Point C, thence S17034'29"E, 230 96 feet, thence S20023'49"E, 654 90 feet, thence S27045'18"E, 47 18 feet, thence S22004'15"E, 42 74 feet, to the Point of Terminus The sidelines of said 50 foot wide strip are to be lengthened or shortened to terminate on said west line of Parcel 3 TOGETHER WITH a 25 foot wide strip of land lying 12 50 feet each side of the following described line Beginning at said Point A, thence N32°14'15"E, 74 70 feet, to the Point of Terminus The sidelines of said 25 foot wide strip are to be lengthened or shortened to terminate on the east line of said Parcel 3 X WE\E\EAGLT\180269\9 survey\93 doc\15 proposed desc\Parcel A Waterline & Access License docx 2000 S Colorado Blvd Tower 2 Suite 1200 Denver CO 80222 SEH is an equal opportunity employer I www sehmc com 1 303 586 5800 1 303 586 5801 fax 202507139 Docusign Envelope ID 301FE63D B997-4083 ARD-961D7E441579 Short Elliott Hendrickson Sheet 2 of 3 TOGETHER WITH a 25 foot wide strip of land lying 12 50 feet each side of the following described line Beginning at said Point B, thence N31 °15'03"E, 72 57 feet, to the Point of Terminus The sidelines of said 25 foot wide strip are to be lengthened or shortened to terminate on said east line of Parcel 3 TOGETHER WITH a 25 foot wide strip of land lying 12 50 feet each side of the following described line Beginning at said Point C, thence N72035'49"E, 44 89 feet, to the Point of Terminus Containing 216,022 square feet (4 960 acres) more or less As shown and described on Exhibit A, Sheet 3 of 3, attached hereto and made a part hereof For the purposes of this description, bearings are based on the west line of said Parcel 3, from Corner 6, Tract 69, a 2 5" brass cap on a 1" iron pipe, to Corner 2, Tract 67, a 6/8" rebar w/aluminum cap RLS 19598, which is assumed to bear N00049'55"E All lineal distances shown hereon are in U S Survey Feet The author of this description is Scott J Klinker, PLS 38377, prepared on behalf of SEH Inc , 2000 S Colorado Blvd, Tower 2, Suite 1200, Denver, CO 80222, on May 6, 2025, under Job No 180269, for the Town of Eagle, and is not to be construed as representing a monumented land survey —MV 38377 : o 5-6-2025 : Scott J Klinker, PLS 38377 X \AE\E\EAGLT\180269\9 survey\93 doc\15 proposed desc\Parcel A Waterline & Access License docx 2000 S Colorado Blvd Tower 2 Suite 1200 Denver CO 80222 SEH is an equal opportunity employer I www sehmc com 1 303 586 5800 1 303 586 5801 fax 202507139 Docusign Envelope ID 301FE63D B997-4083-AF7D-961D7E441579 COR 2 TR 67 6/8" REBAR W/ALUM CAP RLS 19598 POINT OF -- BEGINNING S 67 1716 E 44707 COR 6 TR 69 — 25'GLO BRASS CAP ON 1" IRON PIPE COR 3 TR 202507139 SHEET 3 OF 3 PARCEL A WATERLINE AND ACCESS LICENSE AGREEMENT N00°49 55"E (BASIS OF BEARINGS) NE 1/4 W LINE PARCEL 3 SEC 14 807 59 TO P O B T5S, R84W S 55°27 56 E 1945 yo POINT OF TERMINUS N 32°1415 E _ POINT A 7470 S 67°1716 E , 1711 S 50 0319 E 10211 0 S 52°1941 E 78319 S 48°0148 E 7152 -- POINT B' PARCEL 3 S 42°09 38 E REC NO 201723596 32554 SE 1/4 SEC 14 T5S, R84W 0 500 1000 scale 1 "=500, feet SECTION LINE (TYP) POINT OF r72 TERMINUS N 31 15 03 E 57 TRACT 67 S 25°4712 E 102054 1 COR 4 TR COR 5 TR 67 COR 4 TR 68 S 48°0148 E 7158 EAST LINE OF PARCEL 3 SW 1/4 SEC 13 T5S, R84W PARCEL A 216 022 S F (4 960 AC) M/L (VIP) l�Pl 15 35 lV49i 12 50' POINT OF 50 TERMINUS S 17 3429 E 12 50 42566 ., N 72°3549'E POINT C 4489 S 17°3429 E 23096 SEH S 20°2349 E 65490 `- '--' 2000 S Colorado Blvd Tower 2 Suite 1200 PARCEL 3 Denver Colorado 80222 REC NO 201723596 Phone 303 586 5800 FAX 888 908-8166 S 27°45 18 E --------- www sehmc com 4718 S 22°0415' E 4274 POINT OF TERMINUS Docuslgn Envelope ID 301 FE63D B997-4083 AF7D-961 D7E441579 i SEH PARCEL B WATERLINE AND ACCESS LICENSE AGREEMENT Sheet 1 of 3 A parcel of land lying in the northeast one -quarter (NE1/4) of Section 14, and Tract 69, Township 5 South, Range 84 West, of the 6th Principal Meridian, County of Eagle, State of Colorado, being a portion of Parcel 2 described in Reception Number 201723596, Eagle County Records, described as follows A 50 foot wide strip of land lying 15 feet northeasterly and 35 feet southwesterly of the following described line Beginning at a point on the east line of said Parcel 2, from which Corner 2, Tract 67, bears N00°49'55"E, 807 59 feet, thence N55°27'56"W, 318 48 feet, thence N52°08'43"W, 234 15 feet, thence N54°28'17"W, 285 05 feet, thence N66000'18"W, 300 23 feet, to Point A, thence N70052'58"W, 150 92 feet, to the Point of Terminus The sidelines of said 50 foot wide strip are to be lengthened or shortened to terminate on said east line of Parcel 2 TOGETHER WITH a 25 foot wide strip of land lying 12 50 feet each side of the following described line Beginning at said Point A, thence N23°59'42"E, 181 77 feet, thence N23°39'13"W, 253 41 feet, thence N11 °34'49"E, 963 84 feet the Point of Terminus Containing 99,245 square feet (2 278 acres) more or less As shown and described on Exhibit A, Sheet 3 of 3, attached hereto and made a part hereof For the purposes of this description, bearings are based on the east line of said Parcel 2, from Corner 6, Tract 69, a 2 5" brass cap on a 1" iron pipe, to Corner 2, Tract 67, a 6/8" rebar w/aluminum cap RLS 19598, which is assumed to bear N00049'55"E All lineal distances shown hereon are in U S Survey Feet X \AE\E\EAGLT\180269\9 survey\93 doc\15 proposed desc\Parcel B Waterline & Access License docx 2000 S Colorado Blvd Tower 2 Suite 1200 Denver CO 80222 SEH is an equal opportunity employer I www sehinc com 1 303 586 5800 1 303 586 5801 fax 202507139 Docusign Envelope ID 301FE63D B997-4083-AF7D 961D7E441579 Short Elliott Hendrickson Sheet 2 of 3 The author of this description is Scott J Klinker, PLS 38377, prepared on behalf of SEH Inc , 2000 S Colorado Blvd, Tower 2, Suite 1200, Denver, CO 80222, on May 6, 2025, under Job No 180269, for the Town of Eagle, and is not to be construed as representing a monumented land survey z 38377 : 5-6-2025 : c Scott J Klinker, PLS 38377 X \AE\E\EAGLT\180269\9 survey\93-doc\15 proposed desc\Parcel B Waterline & Access License docx 2000 S Colorado Blvd Tower 2 Suite 1200 Denver CO 80222 SEH is an equal opportunity employer I www sehinc com 1 303 586 5800 1 303 586 5801 fax 202507139 Docusign Envelope ID 301FE63D B997-4083-AF7D-961D7E441579 PARCEL B WATERLINE AND ACCESS LICENSE AGREEMENT POINT OF TERMINUS N 11 3449 E 963 84 - SHEET 3 OF 3 1250 25 COR 2 TR 67 6/8 REBAR W/ALUM CAP - N 23*3913 W RLS 19598 253 41 N 23 5942 E PARCEL B 181 77 -' 99 245 S F (2 278 AC) M/L POINT OF TERMINUS �o N 70°52 58 W . 15092 POINT A N00°49 55'E N 66 0018 W,_---- (BASIS OF BEARINGS) 30023 h E LINE PARCEL 2 N 54 2817 W 80759 TO P O B 28505 ' TRACT 69 N 52 0843" W -- NE 1 /4 23415 SEC 14 , T5S, R84W N 55*2756 W _' POINT OF 31848 BEGINNING PARCEL 2 REC NO 201723596 COR 6 TR 69 25 GLO BRASS CAP ON 1" IRON PIPE SECTION LINE SEH 2000 S Colorado Blvd Tower 2 Sude 1200 0 500 1000 Denver Colorado 80222 Phone 303-586 5800 FAX 888 908 8166 scale 1 "=500' feet www sehmc com 39