Loading...
21.09.13 ICA Tri Phase Electric CONSTRUCTION AGREEMENT THIS AGREEMENT is dated as of the 30th day of AUGUST in the year of 2021 by and between: Town of Avon,Colorado (hereinafter called OWNER)and TRI PHASE ELECTRIC (hereinafter called CONTRACTOR). OWNER and CONTRACTOR,in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: INSTALLATION OF 30 BOLLARD LIGHTS IN HARRY A.NO 11NGHAM PARK. INSTALLATION INCLUDES BASES,CONDUIT,WIRING AND PANEL UPGRADES. The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: HARRY.A.NOTTINGHAM PARK PHASE 2 LIGHTING IMPROVEMENTS Article 2. ENGINEER The Town of Avon,Colorado,Town Engineer, hereinafter called ENGINEER,will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER and OWNER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 3. CONTRACT TIME 3.1 The Work will be completed and ready for final payment in accordance with paragraph 14.13 of the General Conditions. All work will be completed between the dates of SEP 1EMBER 7,2021 and DECEMBER 31,2021. Article 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR forperformance of Work in accordance with the Contract Documents, in current funds,as follows: (see attached copy of Contractor's Bid) Article 5. PAYMENT PROCEDURES CA-1 5.1 Contractor shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications forPayment will be processed by ENGINEER,as provided in Article 14 of the General Conditions. Article 6. CONTRACTOR'S REPRESENTATIVES In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1 CONTRACTOR has familiarized himself with the nature and extent of the contract documents,Work,locality, and with all local conditions and federal, state,and local laws, ordinances,rules and regulations that in any manner may affect the cost,progress, or performance of the Work. 6.2 CONTRACTOR has studied carefully all reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting the cost,progress, or performance of the Work which were relied upon by ENGINEER in the preparation of the Contract Documents,and which have been identified in the Special Conditions. 6.3 CONTRACTOR has made or caused to be made examinations, investigations, tests,and studies of such reports and related data in addition to those referred to in paragraph 6.2,as he deems necessary for the performance of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents;and no additional examinations, investigations, tests,reports, or similar data are or will be required by CONTRACTOR for such purposes. 6.4 CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests,reports and data with the terms and conditions of the Contract Documents. 6.5 CONTRACTOR has given ENGINEER any conflicts, errors or discrepancies that he has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. Article 7. CONTRACT DOCUMENTS The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR are attached to this Agreement, made a part hereof and consist of the following: 7.1 Advertisement for Bid(page AB-1) 7.2 Instruction to Bidders(pages IB-1 to IB-6) 7.3 Performance and other Bonds,identified as exhibits A &B and consisting of 4 CA-2 pages. 7.4 Notice of Award (page NA-1 to NA-2) 7.5 Construction Agreement (pages CA-1 to CA-6) 7.6 Notice to Proceed (page NP-1) 7.7 General Conditions(pages GC-1 to GC-45, inclusive) 7.8 Special Conditions(pages SC-1 to SC-12,inclusive) 7.9 Plans, consisting of a sheets,specifications and documents listed below by number, title, date and revision number with each sheet: SPECIFICATION AND DRAWING LIST El.0 Electrical Legend,Specs.,and Details E2.0 West Path Area#1 Plan E2.I North Central&East Areas#2&3 E2.2 South Path Area#4 Plan 7.10 Addenda numbers to NA ,inclusive 7.11 Contractors Bid(pages BF-1 to BF-3, inclusive) marked exhibit(attach Bid Foim) 7.12 Documentation submitted by CONTRACTOR prior to Notice of Award(pages to . inclusive) 7.13 Any Modification,including Change Orders,duly delivered after execution of Agreement. There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be altered, amended,or repealed by modifications(as defined in Article 1 of the General Conditions). Article 8. MISCELLANEOUS 8.1 Terms used in this Agreement, which are defined in Article 1 of the General Conditions,shall have the meanings indicated in the General Conditions. 8.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound;and specifically but without limitation, monies that may become due and monies that are due may not be assigned without such consent(except to the extent that the effect of this restriction may be limited by law); and unless specifically stated to the contrary in any written consent to an CA-3 assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 8.3 OWNER and CONTRACTOR each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto,his partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. Article 9. OTHER PROVISIONS 9.1 Pursuant to Section 24-91-103.6,C.R.S.,the Owner hereby states that it has appropriated an amount equal to or in excess of the Contract amount. Owner shall not issue a Change Order or other form of order or directive requiring additional compensable work to be performed,which work causes the aggregate amount payable under the Contract to exceed the amount appropriated for the original Contract,unless Contractor is given written assurance by the public entity that lawful appropriations to cover the costs of the additional work have been made. CA-4 IN WITNESS WHEREOF,the parties hereto have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER,CONTRACTOR,and ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. This Agreement will be effective on August 30, 2021 ,2021. OWNER,Town of Avon, Colorado CONTRACTOR,Tip t MAsq- ecec i c_.. • Digitally signed by Eric Heil Eric Heil DH cn=EricHeil,o=TownofAvon,ou=Town Manage,email=eric@avon.org,c=US By Eric By 1-^'h_ e L. 4 c 4-✓'1 Rg-I S • 4 P Attest Attest Address for giving notices: Address for giving notices: Town of Avon ,3 S RO5C -ASGA..- 100 Mikaela Way, PO Box 975 `C"f Bistro 00 4to= `1 Avon, CO 81620 License No. ti 1 Agent for service of process: CA-5 PROJECT MANUAL FOR HARRY A. NOTTINGHAM PARK PHASE 2 LIGHTING IMPROVEMENTS TOWN OF AVON, COUNTY OF EAGLE, STATE OF COLORADO CIP #21060 January 2021 TOWN OF AVON COLORADO HARRY A. NOTTINGHAM PARK PHASE 2 LIGHTING IMPROVEMENTS TOWN OF AVON, COUNTY OF EAGLE, STATE OF COLORADO CIP #21060 SPECIFICATIONS AND CONTRACT DOCUMENTS DUNE 2021 TABLE OF CONTENTS BIDDING AND CONTRACT REQUIREMENTS AB Invitation to Bid IB Instruction to Bidders SC Special Conditions BF Bid Form BB Bid Bond NA Notice of Award CA Construction Agreement PB Performance Bond—Exhibit A LMB Labor and Materials Bond—Exhibit B NP Notice to Proceed CO Change Order GC General Conditions SPECIFICATIONS 01560 Temporary Controls 01570 Traffic Controls 02230 Site Clearing 02300 Earthwork 02374 Slope Protection and Erosion Control 02741 Asphaltic Paving 02743 Asphalt Pavement and Rehabilitation 02751 Concrete HYDREL 3120C SPECIFICATION CONSTRUCTION DRAWINGS E1.0 Electrical Legend, Specs.,and Details E2.0 West Path Area#1 Plan E2.1 North Central&East Areas#2 &3 E2.2 South Path Area#4 Plan Harry A.Nottingham Park Lights Phase 2 Table of Contents-i INVITATION TO BID JUNE 28, 2021 The Town of Avon, Colorado, will receive sealed bids for the HARRY A. NOTTINGHAM PARK PHASE 2 IMPROVEMENTS for the Town of Avon, Colorado. Bids shall be posted to the project page at https://www.bidnetdirect.com/colorado/townofavon until 10:00 am., local time, on the 16th day of JULY 2021, at which time and place all bids will be publicly opened and posted on the project web page. Construction of the HARRY.A.NOTTINGHAM PARK PHASE 2 LIGHTING IMPROVEMENTS will generally consist of: INSTALLATION OF 30 BOLLARD LIGHTS IN HARRY A. NOTTINGHAM PARK. INSTALLATION INCLUDES BASES, CONDUIT, WIRING AND PANEL UPGRADES. The Contract Documents, including plans and specifications, associated with this solicitation will be available online at https://www.bidnetdirect.com/colorado/townofavon on JUNE 24th, 2021 A pre-bid will be held at 10:00 am on Thursday, July 9th at Avon Town Hall. A certified check or bank draft, on a responsible, solvent bank, or a satisfactory Bid Bond executed by the Bidder and a recognized Colorado licensed Surety Company,payable to the Town of Avon, Colorado, in the amount of not less than five percent(5%) of the total bid, shall be submitted with each bid as security that the Bidder to whom the contract may be awarded will enter into a contract in accordance with this notice, and give bond as hereinafter provided. No bid shall be withdrawn after the opening of the bids, without the consent of the Town of Avon, for a period of sixty(60) days after the scheduled Bid Opening. The successful bidder will be required to furnish satisfactory performance and payment bonds in the full amount of the bid or proposal. All bids must be submitted in writing on the forms provided and signed by the Bidder or his duly authorized agent. The Town of Avon reserves the right to reject any and all bids, to waive any informality in bidding, and to make Award in such a manner as they may deem right and proper for the best interest of the Town of Avon. By submitting a bid, the bidder certifies pursuant to C.R.S. § 8-17.5-102(1) that, at the time of bid submission, it does not knowingly employ or contract with an illegal alien and that the contractor has participated or attempted to participate in the Basic Pilot Program that is administered by the United States Department of Homeland Security in order to verify that it does not employ any illegal aliens. AB-1 The Town of Avon reserves the right to reject any and all bids, to waive any informalities in bidding, and to make Award in such a manner as they may deem right and proper for the best interest of the Town of Avon. PUBLICATION IN THE VAIL DAILY ON: JUNE 25, JULY 1 AND JULY 8, 2021 OWNER: TOWN OF AVON, COLORADO By: Justin Hildreth, Town Engineer AB-2 INSTRUCTION TO BIDDERS 1. Defined Terms Terms used in these Instructions to Bidders, which are defined in the General Conditions of the Construction Contract, have the meanings assigned to them in the General Conditions. The term "Successful Bidder"means the lowest, qualified, responsible Bidder to whom Owner(on the basis of Owner's evaluation as hereinafter provided) makes an award. The term"Engineer," where used in these specifications, shall mean the Town Engineer of the Town of Avon. 2. Copies of Bidding Documents 2.1 Complete sets of the Bidding Documents, in the number and for the deposit sum, if any, stated in the Invitation, may be obtained from the Owner. 2.2 Complete sets of Bidding Documents shall be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3 Owner and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the work, and do not confer a grant or license for any other use. 3. Qualifications of Bidders To demonstrate qualifications to perform the work, each Bidder is required to submit, with his bid, written evidence of the types set forth in the Special Conditions, such as financial data, previous experience, and evidence of authority to conduct business in the jurisdiction where the Project is located, on the form provided. Each bid must contain evidence of Bidder's qualifications to do business in the state where the Project is located, or covenant to obtain such qualification, prior to award of the contract. 4. Examination of Contract Documents and Site 4.1 Before submitting a Bid, each Bidder must(a) examine the Contract Documents thoroughly; (b) visit the site to familiarize himself with local conditions that may, in any manner, affect cost, progress or performance of the work; (c) familiarize himself with federal, state, and local laws, ordinances, rules, and regulations that may, in any manner, affect cost, progress, or performance of the work; (d) study and carefully correlate Bidder's observations with the Contract Documents. 4.2 Reference is made in the Special Conditions to those reports of investigations and tests for the identification of subsurface and latent physical conditions at the site, which have been relied upon by Engineer in preparing the Drawings and Specifications. Engineer will make copies of such reports available to any Bidder requesting them. These reports are not guaranteed as to accuracy or completeness, nor are they part of the Contract Documents. Before submitting his Bid, each Bidder will, at his own expense, make such additional investigations and tests, as the Bidder may deem necessary, to identify such IB-1 conditions affecting cost, progress, or performance of the work, and to determine his Bid for performance of the work in accordance with the time, price and other terms and conditions of the Contract Documents. 4.3 Owner will, on request,provide each Bidder access to the site to conduct such investigations and tests, as each Bidder deems necessary for submission of his/her Bid. 4.4 The lands upon which the work is to be performed, right-of-way for access thereto, and other land designated for use by Contractor in performing the work are identified in the Special Conditions or Drawings. 4.5 The submission of a Bid will constitute an incontrovertible representation by the Bidder that he has complied with every requirement of this Article 4, and that the Contract Documents are sufficient in scope and detail to indicate and convey an understanding of all terms and conditions for performance of the work. 5. Interpretations All questions about the meaning or intent of the Contract Documents shall be submitted to the Engineer in writing. Replies will be issued by Addenda mailed or delivered to all parties recorded by the Engineer as having received the Bidding Documents. Questions received less than (10) days prior to the date for opening of bids will not be answered. Only answers to questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6. Security Bid Security, in the form of a duly authorized Bid Bond or Cashier's Check in the amount of five percent (5%) of the bid, shall accompany all Bids. 7. Contract Time The number of days within which, or the date by which, the work is to be completed(the Contract Time), is set forth in the Bid Form and will be included in the Agreement. 8. Damages for Delays Provisions for damages for delays, if any, are set forth in the Bid Form and Contract Documents. 9. Substitute Material and Equipment The Contract, if awarded, will be on the basis of material and equipment described in the Drawings, or specified in the Specifications, without consideration of possible substitute "or equal"items. Whenever it is indicated in the Drawings, or specified in the Specifications, that a substitute or"or equal" item of material or equipment may be furnished or used by Contractor if acceptable to Engineer, applications for such acceptance will not be considered by the Engineer until after the "effective date" of the Agreement. The procedure for submittal of any such IB-2 application by Contractor and consideration by Engineer is set forth in paragraphs 6.7, 6.7.1, and 6.7.2 of the General Conditions. 10. Subcontractors, etc. 10.1 If the Special Conditions require the identity of certain Subcontractors, other persons, or organizations to be submitted to Owner in advance of the Notice of Award, the apparent Successful Bidder and any other Bidder so requested, will, within seven(7) days after the date of the Bid opening, submit to Owner a list of all Subcontractors and other persons and organizations (including those who are to furnish the principal items of material and equipment)proposed for those portions of the work for which such identification is so required. Such list shall be accompanied by an experience statement, with pertinent information as to similar projects by the Subcontractor,person or organization, if requested by Owner. If Owner or Engineer, after due investigation, has reasonable objection to any proposed Subcontractor, other person, or organization, either may, before giving the Notice of Award, request the apparent Successful Bidder to submit an acceptable substitute without an increase in Bid Price. If the apparent Successful Bidder declines to make any such substitution, the Contract shall not be awarded to such Bidder. Any Subcontractor, other person, or organization so listed, about whom Owner or Engineer does not make written objection prior to the giving of the Notice of Award, will be deemed acceptable to Owner and Engineer. 10.2 If required by the Special conditions, the apparent Successful Bidder,prior to the Notice of Award, shall identify, in writing to Owner, those portions of the work that such Bidder proposes to subcontract. After the Notice of Award, the Successful Bidder may only subcontract other portions of the work with Owner's written consent. 10.3 No Contractor shall be required to employ any Subcontractor, other person, or organization against whom he has reasonable objection. 11. Bid Form 11.1 The Bid Form is attached hereto; additional copies may be obtained from the Town of Avon Engineer. 11.2 Bid Forms must be completed in ink or by typewriter. The Bid Price of each item on the form must be stated in words and numerals. In case of a conflict, words will take precedence. 11.3 Bids by corporations must be executed in the corporate name by the president or a vice-president (or other corporate officer, accompanied by evidence of authority to sign), and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature. IB-3 11.4 Bids by partnerships must be executed in the partnership name and be signed by a partner, whose title must appear under the signature. The official address of the partnership must be shown below the signature. 11.5 All names must be typed or printed below the signature. 11.6 The Bid shall contain an acknowledgment of receipt of all Addenda(the numbers of which shall be filled in on the Bid Form). 11.7 The address to which communications regarding the Bid are to be directed must be shown. 12. Submission of Bids Bids (including the original copies of the Contract Documents used by the Bidder to develop his Bid) shall be submitted at the time and place indicated in the Advertisement for Bids. The Bid shall be enclosed in an opaque sealed envelope, marked with the Project title and name and address of the Bidder, and accompanied by any other required documents. If the bid is sent through the mail, or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face thereof. 13. Modification and Withdrawal of Bids 13.1 Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted, at any time prior to the opening of Bids. 13.2 If, within twenty-four 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 his Bid, that Bidder may withdraw his Bid. Thereafter, that Bidder will be disqualified from further bidding on the work. 14. Opening of Bids When Bids are opened, an abstract of the information will be made available to Bidders. 15. Bids to Remain Open All Bids shall remain open for sixty days after the day of the bid opening, but Owner may, at his sole discretion, release any Bid. 16. Award of Contract 16.1 Owner reserves the right to reject any and all Bids, to waive any and all informalities, and to negotiate contract terms with the Successful Bidder. Owner reserves the right to disregard all nonconforming, nonresponsible, or conditional Bids. Discrepancies between words and figures will be resolved in favor of IB-4 words. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 16.2 In evaluating Bids, Owner shall consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and alternates and unit prices, if requested in the Bid Forms. It is Owner's intent to accept alternates (if any are accepted) in the order in which they are listed in the Bid Form, but Owner may accept them in any order or combination. 16.3 Owner may consider the qualifications and experience of Subcontractors, other persons, and organizations (including those who are to furnish the principal items of material or equipment)proposed for those portions of the work for which the identity of Subcontractors, other persons, and organizations must be submitted as provided in the Special Conditions. Operating costs, maintenance considerations, delivery dates, performance data, and guarantees of materials and equipment may also be considered by Owner. 16.4 Owner may conduct such investigations as it deems necessary to assist in the evaluation of any Bid, and to establish the responsibility, qualifications, and financial ability of the Bidders, proposed subcontractors, other persons, and organizations to do the work in accordance with the Contract Documents, to Owner's satisfaction, within the prescribed time. 16.5 Owner reserves the right to reject the Bid of any Bidder. 16.6 If the contract is to be awarded, it will be awarded to the lowest Bidder whose evaluation by Owner indicates to Owner that the Award will be in the best interests of the Project. 16.7 Owners reserves the right to award each bid section to separate bidders. 17. Performance and Other Bonds General Conditions and the Supplementary General Conditions set forth Owner's requirements as to performance and other bonds. When the Successful Bidder delivers the executed Agreement to Owner, it shall be accompanied by the required Contract Security. 18. Signing of Agreement When Owner gives a Notice of Award to the Successful Bidder, it will be accompanied by at least three unsigned counterparts of the Agreement and all other Contact Documents. Within five (5) calendar days thereafter, Contractor shall sign and deliver at least three counterparts of the Agreement to Owner with all other Contract Documents attached. Within ten(10) days thereafter, Owner will deliver all fully signed counterparts to Contractor. Engineer will identify those portions of the Contract Documents not fully signed by Owner and Contractor, and such identification shall be binding on all parties. IB-5 19. Schedule of Values Per Article 14.1 of the General Conditions, the successful Bidder shall submit a Schedule of Values, per the Owner's requirements. Said Schedule shall be used to make adjustments to the Contract amount, if necessary, and will be used by the Owner for internal administrative purposes. IB-6 TABLE OF CONTENTS OF SPECIAL CONDITIONS Article Number Title Page 1 GENERAL SC-1 2 LOCATION OF PROJECT SC-1 3 DESCRIPTION OF WORK SC-1 4 ACQUISITION OF LAND, RIGHTS-OF-WAYS, AND EASEMENTS SC-1 5 CONSTRUCTION STAKING SC-1 6 ELECTRIC POWER AND WATER SC-1 7 EXISTING UTILITIES SC-1 8 MATERIALS FURNISHED BY OWNER SC-2 9 STATE AND LOCAL LAWS SC-2 10 PROTECTION OF PUBLIC AND PRIVATE PROPERTY SC-2 11 FEES AND PERMITS SC-2 12 WASTE MATERIALS SC-2 13 INCREASED OR DECREASED QUANTITIES SC-2 14 OPERATIONS WITH OTHERS SC-2 15 CONSTRUCTION LIMITS SC-3 16 CLASSIFICATION OF EXCAVATION SC-3 17 PAYMENTS TO CONTRACTOR SC-3 18 HOT BITUMINOUS PAVEMENT MIX DESIGN SC-3 19 CONCRETE STRENGTH REQUIREMENTS SC-3 20 INSPECTION SC-3 sc-i Article Number Title Page 21 RESIDENT PROJECT REPRESENTATIVE SC-4 22 INSURANCE SC-5 23 PROGRESS PAYMENT RETAINAGE SC-6 24 LIQUIDATED DAMAGES SC-6 25 QUALIFICATION OF BIDDERS SC-6 26 SUBCONTRACTORS AND SUPPLIERS SC-7 27 CHARACTER OF WORKERS SC-7 28 PROHIBITION AGAINST EMPLOYMENT OF ILLEGAL ALIENS SC-7 29 PRODUCTS SC-8 30 STANDARD SPECIFICATIONS SC-8 31 PRIME COAT AND TACK MATERIAL SC-8 32 MEASUREMENT AND PAYMENT SC-8 33 SPECIAL DATES SC-9 34 MAINTAINING TRAFFIC SC-9 35 CONSTRUCTION PHASING SC-11 36 DRAWING LIST SC-11 37 ANTICIPATED PROJECT SCHEDULE SC-11 38 CONSTRUCTION SCHEDULE SC-11 39 CONSTRUCTION ACCESSS AND SITE PLAN SC-11 40 PROJECT QUANTITIES SC-12 41 SUBMITTALS SC-12 42 DEWATERING OF CHANNEL AND PIPES SC-12 43 WATERPROOFING SC-12 sc-ii Article Number Title Page 44 CULVERTS AND SEWERS SC-12 45 EROSION CONTROL SC-12 sc-iii SPECIAL CONDITIONS 1. GENERAL Work to be done under this section consists of furnishing all labor, materials, equipment, and accessories, and performing all operations to complete the project work in accordance with the Contract Documents. The following "Special Conditions" shall govern in case of discrepancies in any or all of the following documents, and the intent, either expressed or implied, in the "Special Conditions" shall govern in the interpretation of the Contract Documents. The Bidder is required to examine carefully the site of the proposed work, Proposal, and Contract Documents. He shall satisfy himself as to the character, quality, and quantities of Work to be performed, materials to be furnished, and as to the requirements of these specifications. The submissions of a Total Base Bid shall be evidence that the Bidder has made such examinations. 2. LOCATION OF PROJECT: The construction work to be performed is located within the Town of Avon, Eagle County, Colorado. 3. DESCRIPTION OF WORK Construction of the HARRY.A. NOTTINGHAM PARK PHASE 2 LIGHTING IMPROVEMENTS will generally consist of: INSTALLATION OF 30 BOLLARD LIGHTS IN HARRY A. NOTTINGHAM PARK. INSTALLATION INCLUDES ASSOCIATED BASES, CONDUIT, WIRING AND PANEL UPGRADES. 2-INCH SPARE CONDUIT FROM PUMPHOUSE TO AVON ELEMENTARY SCHOOL PARKING LOT. 50-AMP OUTLET LOCATED ON EAST SIDE OF FITNESS COURT POWERED FROM PLAYGROUND RESTROOMS. 4. ACQUISITION OF LAND, RIGHTS-OF-WAYS, AND EASEMENTS All land, right-of-way required for actual construction under this contractor is owned by the Town of Avon. The CONTRACTOR will have to obtain any permits required. A Right of Way permit from the Town of Avon is required and the fees will be waived. 5. CONSTRUCTION STAKING Construction staking is the responsibility of the CONTRACTOR. SC-1 6. ELECTRIC POWER AND WATER The CONTRACTOR is responsible for providing all electric power and water required for the construction of the project. 7. EXISTING UTILITIES Contractor shall take sole responsibility for damage to any utility line encountered even those utilities not located on the plans. The CONTRACTOR will notify the utility companies for field locations before the start of construction. The CONTRACTOR shall then pothole all utility crossings and coordinate with utility owner prior to beginning of construction. If conflicts exist, CONTRACTOR shall coordinate with utility owner and notify ENGINEER. 8. MATERIALS FURNISHED BY OWNER The OWNER shall furnish no labor, no equipment, and no materials to the CONTRACTOR. It is the intention of this contract to require the CONTRACTOR to furnish all labor, materials, and equipment necessary for the complete construction of the work. 9. STATE AND LOCAL LAWS The CONTRACTOR shall conform to all applicable State and local laws in carrying out its obligations under the Contract. 10. PROTECTION OF PUBLIC AND PRIVATE PROPERTY All property shall be protected from damage. Property damaged by the contractor during the construction of the work shall be, at his expense, repaired or replaced and left in as good condition as found. 11. FEES AND PERMITS The CONTRACTOR,prior to commencing any work, shall secure at his own expense all the necessary fees and permits required for the performance of the project work. 12. WASTE MATERIALS All waste materials such as broken pipe, millings, asphalt, tree roots, and other construction debris shall be picked up and removed from the site by the CONTRACTOR. Routine clean up shall be conducted by the Contractor within areas impacted by this construction at a frequency of at least once per day. Final cleanup must be approved and accepted by the OWNER before the contract may be considered complete. 13. INCREASED OR DECREASED QUANTITIES SC-2 The OWNER reserves the right to make such changes in quantity of work as are deemed necessary or advisable without changing the unit bid prices shown in the Proposal. 14. OPERATIONS WITH OTHERS The OWNER reserves the right to have other work performed by other contractors and to permit the public utility companies and others to do work on, and adjacent to, the site. The CONTRACTOR shall conduct his operations and cooperate with the other parties so as to minimize interference with this other work. Should a difference arise as to the rights of the CONTRACTOR and other, the ENGINEER, as the OWNER's representative, shall be sole mediator and his decision shall be final and binding on the CONTRACTOR. 15. CONSTRUCTION LIMITS The CONTRACTOR shall confine his operation within the limits of construction shown on the Plans. Site offices, workshops, etc., shall be located only where approved by the OWNER. Where haulage roads cannot be confined to existing established routes, CONTRACTOR shall provide in his bid for complete restoration of the new routes to the satisfaction of the ENGINEER. 16. CLASSIFICATION OF EXCAVATION All excavation except for rock excavation for construction shall be unclassified. The CONTRACTOR shall assume all responsibility for deductions and conclusions which may be made as to the nature of the materials to be excavated, including the difficulty of making and maintaining the required excavation, problems caused by ground water should such be encountered, problems encountered in excavating for lines and structures, and any other difficulties which may result from the geological and physical conditions encountered at the site of the work. 17. PAYMENTS TO CONTRACTOR See Article 14 of General Conditions 18. HOT BITUMINOUS PAVEMENT MIX DESIGN The asphalt job mix formula shall be Superpave Method Grading"SX"with 20% RAP,— 75 Design Gyrations, PG 58-28, Asphalt Cement. 19. CONCRETE STRENGTH REQUIREMENTS Concrete shall be CDOT Class B 20. INSPECTION SC-3 At all times, representatives of the OWNER, representatives of agencies affected by the construction work, and the ENGINEER or their representative shall have the right to enter and inspect any and all parts of the work for compliance with the plans and specifications. The ENGINEER shall decide any and all questions which may arise as to the quality and acceptability of the materials furnished, the work performed, the manner of performance and the rate of progress of the work. The ENGINEER shall decide all questions which may arise as to the interpretation of the Contract Documents, all questions as to acceptable fulfillment of the contract, and all disputes and mutual rights by the CONTRACTORS, if there is more than one CONTRACTOR on the work. The decision of the ENGINEER shall be final. He shall have executive authority to make effective such decisions and to enforce the CONTRACTOR to carry out all orders promptly. The CONTRACTOR shall give adequate notice to all agencies performing the inspecting prior to the commencing of construction. 21. RESIDENT PROJECT REPRESENTATIVE ENGINEER may appoint a Resident Project Representative to assist in observing the performance of the work. If so appointed, the Resident Project Representative will be the ENGINEER'S agent and will act as directed by and under the supervision of ENGINEER and will confer with ENGINEER regarding his actions. The Resident Project Representative's dealings in matters pertaining to the on-site Work shall, in general,be only with ENGINEER and CONTRACTOR, and dealings with subcontractors shall only be through CONTRACTOR. As ENGINEER'S Agent, the Resident Project Representative will: A. Serve as ENGINEER'S liaison with CONTRACTOR, working principally through CONTRACTOR'S Superintendent and assist him in understanding the intent of the Contract Documents. B. Conduct on-site observations of the Work in progress to assist ENGINEER in determining if the Work is proceeding in accordance with the Contract Documents and that completed Work will conform to the Contract Documents. C. Report to ENGINEER whenever he believes that any Work is unsatisfactory, faulty, defective, does not conform to the Contract Documents, does not meet the requirements, inspections, tests, or approval required to be made, or has been damaged prior to final payments. He will also advise ENGINEER when he believes Work should be corrected or rejected, should be uncovered for observation, or requires special testing, inspection, or approval. D. Verify that tests, equipment and systems startups, and operating and maintenance instructions are conducted as required by the Contract Documents and in the presence of the required personnel, and that CONTRACTOR maintains adequate records thereof; observe, record and report to ENGINEER appropriate details relative to the test procedures and startups. E. Accompany visiting inspectors, representing public or other agencies having SC-4 jurisdiction over the Project, and report the outcome of these inspections to ENGINEER. F. Transmit, to CONTRACTOR, ENGINEER'S clarifications and interpretations of the Contract Documents. G. Consider and evaluate CONTRACTOR'S suggestions for modifications in Contract Documents and report them, with recommendations, to ENGINEER. H. Furnish ENGINEER periodic report of progress of the Work and contractor's compliance with the approved progresses schedule. As ENGINEER'S Agent, the Resident Project Representative, except upon written instructions of ENGINEER, will not: A. Authorize any deviation from the Contract Documents or approve any substitute materials or equipment. B. Exceed limitations on ENGINEER'S authority, as set forth in the Contract Documents. C. Undertake any of the responsibilities of CONTRACTOR, subcontractors, or CONTRACTOR'S superintendent, or expedite the Work. D. Advise on, or issue directions relative to, any aspect of the means, methods, techniques, sequences, or procedures of construction, unless such is specifically called for in the Contract Documents. E. Advise on or issue directions as to safety precautions and programs in connection with the Work. F. Authorize OWNER to occupy the Project in whole or in part. G. Participate in specialized field or laboratory tests. 22. INSURANCE In conformance with the provisions of the General conditions as to insurance policies that will be required to protect the OWNER and the CONTRACTOR, the minimum amounts of the various kinds of insurance not otherwise provided for shall be as follows: 1. Worker's Compensation Insurance in accordance with prevailing laws. 2. Comprehensive general liability a minimum of$2,000,000 combined single limit bodily injury and property damage, each occurrence; $2,000,000 annual aggregate. If said aggregate is reduced by claim payments or otherwise exhausted, the Contractor shall immediately purchase additional aggregate limits for the remainder of Contract and furnish certificates of such insurance to OWNER. 3. Automobile liability a minimum of$1,000,000 combined single limit bodily SC-5 injury and property damage, each accident. 4. Owner protective liability applying separately to each project and showing the OWNER as Named Insured. Coverages shall remain in effect until the work is accepted by OWNER and shall be written for limits of a minimum of$2,000,000 per occurrence and$2,000,000 annual aggregate. CONTRACTOR shall evidence coverages initially with an insurance binder with the actual insurance policy submitted to OWNER within thirty days of effective date. CONTRACTOR shall be responsible for purchasing additional insurance coverage if the $2,000,000 aggregate is exhausted before the project is completed. 23. PROGRESS PAYMENT RETAINAGE See Article 14 of General Conditions 24. LIQUIDATED DAMAGES Should the CONTRACTOR fail to complete the Work, or any part thereof, in the time stipulated in the Agreement or within such extra time as may have been allowed for delays by extensions granted as provided in the Contract Documents, the CONTRACTOR shall reimburse the OWNER for the additional expenses and damage for each calendar day, Sundays and holidays excluded, that the Contract remains uncompleted after the Contract completion date. It is agreed that the amount of such additional expense and damage, incurred by reason of failure to complete the Work, is $500 per day. The said amounts are hereby agreed upon as liquidated damages for the loss to the OWNER because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the OWNER would, in such event, sustain. It is expressly understood and agreed that this amount is not to be considered in the nature of a penalty,but as liquidated damages which have accrued against the CONTRACTOR; and the OWNER is authorized to deduct the amount of such damages from any monies due the CONTRACTOR for Work performed or material furnished under this Agreement and the CONTRACTOR and his Sureties shall be liable for any excess. 25. QUALIFICATION OF BIDDERS A statement of competency may be required from such Bidders as may be considered in making the award, and will include: A. Similar Work performed by the CONTRACTOR in the last five (5) years. B. Plant and equipment, in detail, available and which he now proposes to use on this Work. C. Recent financial statements relative to resources, including cash and bank credits available. D. Names of surety company that has indicated its willingness to bond the Bidder. A Bidder otherwise qualified may be required, either before or after the bid opening, to SC-6 demonstrate availability of equipment and organization, not otherwise committed, to perform the Work within the time limits specified in the Contract Documents. Bidders will be required to fully inform the ENGINEER of their commitments to other work so he may form an opinion as to their availability for prompt performance of this Contract. No Bid will be accepted from, and no Contract will be awarded to any person, firm or corporation that is in arrears to the OWNER upon any debt or contract, or that is a defaulter as surety or otherwise upon any obligation to the OWNER. 26. SUBCONTRACTORS AND SUPPLIERS Bidder shall submit a list of all Sub-contractors and suppliers, accompanied by an experience statement, with pertinent information as to similar projects and other evidence of qualification for each such sub-contractor,person or organization. 27. CHARACTER OF WORKERS The CONTRACTOR shall employ only competent employees to do the work, and whenever the ENGINEER shall notify the CONTRACTOR in writing that any worker is, in his opinion, incompetent,unfaithful, disorderly or otherwise unsatisfactory, such worker shall be discharged from the work and shall not again be employed on it except with the consent of the ENGINEER. 28. PROHIBITION AGAINST EMPLOYMENT OF ILLEGAL ALIENS A. The Contractor shall not: 1. Knowingly employ or contract with an illegal alien to perform work under this public contract for services; or 2. Enter into a contract with a Subcontractor that fails to certify to the Contactor that the Subcontractor shall not knowingly employ or contract with an illegal alien to perform work under this public contract for services. B. The Contractor has verified or attempted to verify through participation in the basic pilot employment verification program (created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended ("basic pilot program")) that the Contractor does not employ any illegal aliens and, if the Contractor is not accepted into the basic pilot program prior to entering into a public contract for services, that the Contractor shall apply to participate in the basic pilot program every three months until the Contractor is accepted or the public contract for services has been completed, whichever is earlier. This provision shall not be required or effective if the basic pilot program is discontinued. C. The Contractor shall not use basic pilot program procedures to undertake pre- employment screening of job applicants while this public contract for services is being performed. SC-7 D. If the Contractor obtains actual knowledge that a Subcontractor performing work under this public contract for services knowingly employs or contracts with an illegal alien, the Contractor shall: 1. Notify the Subcontractor and the contracting state agency or political subdivision within three days that the 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 days of receiving the notice required pursuant to paragraph 4(A) the Subcontractor does not stop employing or contracting with the illegal alien; except that the Contractor shall not terminate the contract with the Subcontractor if during such three days the Subcontractor provides information to establish that the Subcontractor has not knowingly employed or contracted with an illegal alien. E. The Contract shall comply with any reasonable request by the Colorado Department of Labor and Employment("the Department") made in the course of an investigation that the Department is undertaking pursuant to C.R.S. §8-17.5-102(5)(a). F. If a Contractor violates a provision of the public contract for services required pursuant to paragraphs 1-5, the Town may terminate the contract for breach of the contract. If the contract is so terminated, the Contractor shall be liable for actual and consequential damages to the Town. 29. PRODUCTS A. The OWNER'S Representative reserves the right to require a statement from the manufacturer of any manufactured materials that the specific materials used conform with the Contract Documents. B. Whenever a manufacturer's name or brand is specified for a product in these Contract Documents, alternate products of equal performance may be proposed for substitution. When the CONTRACTOR wishes to use an alternate item, he must submit to the ENGINEER a manufacturer's specification sheet for each and every alternate. These specification sheets must verify that the proposed alternate is indeed an acceptable equivalent to the items specified. All alternates must be approved, in writing, by the ENGINEER, who has the final decision. 30. STANDARD SPECIFICATIONS The "Standard" specifications for this project shall be the Standard Specifications for Road and Bridge Construction, State Department of Highways, Division of Highways, State of Colorado, 2017, Section 200 through 700. 31. PRIME COAT AND TACK MATERIAL The prime or tack coat shall be emulsified asphalt CSS-1 applied at the rate of approximately 0.1 gallon per square yard. Separate payment will not be made for tack or prime coat. SC-8 32. MEASUREMENT AND PAYMENT The quantities for which Payment will be made shall be those shown in the BID FORM, provided the project is constructed essentially in accordance with the plans and specifications. Authorized changes will be field measured by Engineer and the accepted work will be paid for at the contract bid price per unit. Payment shall be made at the unit price or lump sum amount, as shown in the CONTRACTOR'S Bid, for applicable items of work. Items of work required to complete the project in accordance with the plans and specifications and for which no specific bid item appears in the Contract Documents shall not be paid for separately but shall be included in the prices shown in the Contractor's Bid for applicable items of work. 33. SPECIAL DATES Work will NOT be allowed, and streets must be fully functional and open to all traffic on the following dates: OCTOBER 2 -3 OCTOBER 8 - 10 34. MAINTAINING TRAFFIC A. General All construction shall be scheduled such that full access to all residential and commercial properties for emergency vehicles is maintained at all time. It will be the CONTRACTOR'S responsibility to notify the Police Department, Public Works Department, Fire Department and receive written permission before closing any public drives. The CONTRACTOR shall notify all residents and businesses of any area prior to undertaking any construction which will block drives to and from the property. The CONTRACTOR will be responsible for preparing and submitting a Construction Zone Traffic Control Plan(CZTCP) to the Town for review and approval prior to any pre-construction meeting. Submission of said CZTCP shall not relieve the CONTRACTOR from any of the following obligations or preclude modifications or additional measures being required at no additional cost to conform to the following. Traffic control operations must have the approval of the ENGINEER. The CONTRACTOR shall minimize the impact on the traveling public my maintaining pedestrian and two-way traffic flow. B. Traffic Control Traffic control will be implemented with necessary personnel and equipment that provides temporary structures and services equal to existing traffic conditions in accordance with the MUTCD. A Construction Zone Traffic Control Plan shall be submitted to the Town of Avon for review and approval no later than twenty one (21) days after the Notice of Award. The Construction Zone Traffic Control Plan shall be prepared by an American Traffic Safety Services Association (ATSSA) certified Worksite Traffic Control Supervisor or a professional traffic engineer in conformance with the MUTCD and other applicable standards. Said plan(s) must be signed and stamped by the Colorado Registered Professional Engineer, or otherwise certified by the ATSSA Worksite Control Supervisor. SC-9 C. Periods of No Interference For all periods, traffic delays and interruptions by the CONTRACTOR will be allowed as described in the following section, Construction Operations. D. Construction Operations The following traffic control may be allowed. All traffic control shall be provided by the CONTRACTOR in accordance with the Traffic and Construction Phasing Plan. Traffic control shall be coordinated by the CONTRACTOR such that the cumulative delays to the traveling public through all construction zones will not exceed 5 minutes and that pedestrian movements will be provided at the intersections. Requests for authorization to implement traffic control measures must be submitted in writing to the ENGINEER. THE SOUTH PARKING SPACES ALONG THE COURTS MAY BE CLOSED OFF DURING THE DURATION OF THE PROJECT WITH THE EXCEPTION THAT 10 SPACES BE KEPT OPEN FOR SCHOOL USES. THE SIDEWALK ALONG THE COURTS WILL BE CLOSED PERIODICALLY DURING CONSTRUCTION. A DETOUR PLAN MUST BE APPROVED BY THE ENGINEER. ALL CLOSURES MUST BE APPROVED BY THE ENGINEER 48 HOURS BEFORE HAND. E. Without Traffic Control Operations Two-way traffic shall be maintained on the traveled roadway at all times. No interference with traffic flow will be allowed. F. Maintaining the Traveled Roadway for Traffic Unless otherwise provided, the CONTRACTOR shall keep the traveled roadway and walkways open and in acceptable condition, as determined by the ENGINEER, while improvements are being made. Vehicular and pedestrian traffic shall be maintained on a paved surface at all times, except under special circumstances when approved by the ENGINEER. Maintenance work to be completed by the CONTRACTOR includes work necessary for the safety and convenience of the traveling public, including vehicular and pedestrian, to keep the travel road and walkway open and in acceptable condition. This includes all work required as a result of the CONTRACTOR'S operations, and normal wear and tear due to traffic, including construction traffic. The CONTRACTOR shall perform the following routine maintenance work: 1) Repair of pavement surfaces. This work will normally only require patching. However, where damage resulting from the CONTRACTOR'S operations is extensive, the ENGINEER may order full width overlays with hot bituminous pavement to provide and acceptable driving surface for the traveling public. 2) Maintaining adequate drainage. 3) Keeping the traveled roadway clear of rock and debris. 4) Shouldering-up along the edges of pavement. 5) Dust control. The CONTRACTOR shall bear all expense of the routine maintenance work required for maintaining the traveled roadway for traffic through the project, as described above, until final acceptance of the project. SC-10 G. Maintaining Other Access The CONTRACTOR shall provide and maintain public and private access drives from the point of disruption to the traveled way. The CONTRACTOR will not be allowed to shut off access to any business and must use a reasonable effort to coordinate his work with the business owners. CONTRACTOR shall be responsible for making such reasonable effort to obtain approval from the business owner at least 24 hours prior to start of related activities. H. Daily Temporary Controls The CONTRACTOR shall provide the following temporary controls: 1) Temporary asphalt tapers at edges and transitions of milled surfaces. 2) Temporary striping must be placed immediately following daily paving operations. I. Cost All costs incidental to the foregoing requirements will not be paid for separately, but shall be included in the work. Delays or impacts to the CONTRACTOR due to the requirements of this provision shall not be a basis for an extension of time or additional compensation, or both. 35. CONSTRUCTION PHASING Deleted 36. SPECIFICATION AND DRAWING LIST E1.0 Electrical Legend, Specs.,and Details E2.0 West Path Area#1 Plan E2.1 North Central&East Areas#2 &3 E2.2 South Path Area#4 Plan 01560 Temporary Controls 01570 Traffic Control 02230 Site Clearing 02374 Slope Protection and Erosion Control 02741 Asphalt Paving 02751 Concrete 37. ANTICIPATED PROJECT SCHEDULE Pre-Bid Meeting 10 am, JULY 9, 2021 Questions Deadline 5 pm, JULY 12, 2021 Bid Opening 10 am,JULY 16, 2021 Notice of Award JULY 28, 2021 Pre-Construction Meeting TBD Notice to Proceed AUGUST 1, 2021 Construction Period SEPTEMBER 07—DECEMBER 31, 2021 38. CONSTRUCTION SCHEDULE A. Submit initial progress schedule during Pre-Construction Meeting. SC-11 B. Submit revised schedules with each Application for Payment, identifying changes since previous version. Indicate estimated percentage of completion for each item of work at each submission. C. The owner is aware that there may be a delay in the bollard delivery. If there is, the contract will be extended by mutual consent. 39. CONSTRUCTION ACCESS AND SITE PLAN CONTRACTOR shall provide a sketch to the owner indicating locations of the following: material storage, office, construction entrance and portable toilet. 40. PROJECT QUANTITIES CONTRACTOR is required to examine carefully the site of the proposed work, Proposal, and Contract Documents. He shall satisfy himself as to the character, quality, and quantities of Work to be performed, materials to be furnished, and as to the requirements of these specifications. The submissions of a Total Base Bid shall be evidence that the Bidder has made such examinations. 41. SUBMITTALS A partial list of required submittals follows. See specifications for complete submittal requirements. A. BOLLARD LIGHT B. BOLLARD BASE C. ELECTRICAL DIAGRAM D. CONTROL PANEL E. STAGING PLAN. 42. DEWATERING OF CHANNEL AND PIPES Deleted 43. WATERPROOFING Deleted 44. CULVERTS AND SEWERS Deleted 45. EROSION CONTROL The Contractor shall follow the Erosion Control Plan in the Construction Drawings. Changes maybe required as construction progresses. SC-12 TOWN OF AVON HARRY A. NOTTINGHAM PARK PHASE 2 LIGHTING PROJECT BID FORM PROPOSAL OF An individual doing business as A partnership consisting of A corporation organized and existing under the Laws of the State of Colorado. To: Town of Avon P.O. Box 975 Avon, Colorado 81620 BASE BID Pursuant to the Invitation to Bid and Instructions to Bidders, issued by the Town of Avon, Colorado, furnish all labor and materials required for the WEST NOTTINGHAM PARK IMPROVEMENTS PROJECT,Town of Avon, Colorado, and appurtenant work as shown on the Drawings and Specifications,to be performed or furnished by Contractor in accordance with the following Bid prices: BF-1 2021 HARRY A. NOTTINGHAM PARK PHASE 2 LIGHTING UPGRADES BID FORM QUANTITY UNIT UNIT/COST AMOUNT MOBILIZATION 1 LS PERMIT/INSPECTIONS 1 LS BOLLARD LIGHT FIXTURES, INSTALLED 30 UNIT TRENCHING 3020 LF CONDUIT&WIRE 1 INCH 3020 LF CONDUIT&WIRE 2 INCH 820 LF CONDUIT SPARE 2 INCH 1570 LF PANEL IMPROVEMENTS, PHOTOCELL, CLOCK 1 LS SITE RESTORATION/IRRIGATION REPAIRS 1 LS 50 AMP OUTLET, FITNESS COURT(CONDUIT/WIRING) 1 LS TOTAL 1. Total Base Bid: Dollars and cents ($ ) 2. Total Base Bid+ Total Bid Alternates: Dollars and cents ($ ) Addenda L-1 L-3 L-5 L-2 L-4 L-6 The Owner will act on this Proposal within forty-five(45)days following receipt. Upon acceptance and award of the Contract to the undersigned by the Owner,the undersigned shall execute the Contract Documents, and furnish Performance and Payment Bonds for the full amount of the Contract within ten (10)calendar days to insure proper compliance with the terms and provisions of the Contract,to guarantee the work until final completion and acceptance including the guarantee period stipulated, and to guarantee payment of all lawful claims for labor performed and materials furnished in the fulfillment of the Contract. Work under this Contract shall commence not later than , and the undersigned shall cause work to progress in a manner satisfactory to the Owner. Such work shall be completed no later than JULY 1,2021. The undersigned bidder further agrees to pay as liquidated damages the sum of$900 for each consecutive calendar day thereafter, as hereafter provided in the Special Conditions. The undersigned certifies that the bid prices contained in this Proposal have been carefully checked and are submitted correct and final. Signed at ,this day of , 2021. Contractor's License No. BF-4 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, as Principal, and (Name and Address of Contractor) as Surety, are hereby (Name and Address of Contractor) held and firmly bound into as Owner in the penal (Name of Owner) sum of for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. Signed, this day of , 2021 The Condition of the above obligation is such that whereas the Principal has submitted to a certain BID, attached hereto and hereby made a part hereof to enter a contract in writing, for the NOW THEREFORE, (a) If said BID shall be rejected, or (b) If said BID shall be accepted and the Principal shall execute and deliver a contract in the form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said BID, Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by an extension of the time within which the Owner may accept such BID; and said Surety does hereby waive notice of any such extension. BB-1 IN WITNESS WHEREOF, the Principal and the SURETY have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their officers, the day and the year first set forth above. (Principal, Contractor) By: IMPORTANT: Surety Companies executing BONDS must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State of Colorado. BB-2 NOTICE OF AWARD TO: (Contractor) (Address) PROJECT DESCRIPTION: HARRY A. NOTTINGHAM PARK PHASE 2 LIGHTING IMPROVEMENTS PROJECT The Town of Avon, Colorado has considered the BID submitted by you for the above described Work in response to its Advertisement for Bid, dated JUNE 24, 2021 and Instructions to Bidders. You are hereby notified that your BID has been accepted for the HARRY A. NOTTINGHAM PARK PHASE 2 LIGHTING IMPROVEMENT PRJOECT in the amount of You are required by the Instructions to Bidders to execute the Agreement and furnish the required Contractor's PERFORMANCE BOND, LABOR AND MATERIALS BOND, and Certificates of Insurance within ten(10) calendar days from the date of this Notice to you. If you fail to execute said Agreement and to furnish said BONDS within ten(10) calendar days from the date of this Notice, the Town of Avon, Colorado, will be entitled to consider all your rights arising out of acceptance of your BID as abandoned. The Town of Avon, Colorado will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this NOTICE OF AWARD to the Town of Avon, Colorado. Dated this day of , 2021 Town of Avon, Colorado Owner By: Title: Receipt of the above NOTICE OF AWARD is hereby acknowledged by , this the day of , 2021 NA-1 By: Title: NA-2 CONSTRUCTION AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 2021 by and between: Town of Avon, Colorado (hereinafter called OWNER) and (hereinafter called CONTRACTOR). OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: INSTALLATION OF 30 BOLLARD LIGHTS IN HARRY A.NOTTINGHAM PARK. INSTALLATION INCLUDES BASES, CONDUIT, WIRING AND PANEL UPGRADES. The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: HARRY. A. NOTTINGHAM PARK PHASE 2 LIGHTING IMPROVEMENTS Article 2. ENGINEER The Town of Avon, Colorado, Town Engineer, hereinafter called ENGINEER,will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER and OWNER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 3. CONTRACT TIME 3.1 The Work will be completed and ready for final payment in accordance with paragraph 14.13 of the General Conditions. All work will be completed between the dates of SEPTEMBER 7, 2021 and DECEMBER 31, 2021. Article 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of Work in accordance with the Contract Documents, in current funds, as follows: (see attached copy of Contractor's Bid) Article 5. PAYMENT PROCEDURES CA-1 5.1 Contractor shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER, as provided in Article 14 of the General Conditions. Article 6. CONTRACTOR'S REPRESENTATIVES In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1 CONTRACTOR has familiarized himself with the nature and extent of the contract documents, Work, locality, and with all local conditions and federal, state, and local laws, ordinances, rules and regulations that in any manner may affect the cost,progress, or performance of the Work. 6.2 CONTRACTOR has studied carefully all reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting the cost, progress, or performance of the Work which were relied upon by ENGINEER in the preparation of the Contract Documents, and which have been identified in the Special Conditions. 6.3 CONTRACTOR has made or caused to be made examinations, investigations, tests, and studies of such reports and related data in addition to those referred to in paragraph 6.2, as he deems necessary for the performance of the Work at the Contract Price, within the Contract Time and in accordance with the other terms and conditions of the Contract Documents; and no additional examinations, investigations, tests, reports, or similar data are or will be required by CONTRACTOR for such purposes. 6.4 CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.5 CONTRACTOR has given ENGINEER any conflicts, errors or discrepancies that he has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. Article 7. CONTRACT DOCUMENTS The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR are attached to this Agreement, made a part hereof and consist of the following: 7.1 Advertisement for Bid(page AB-1) 7.2 Instruction to Bidders (pages IB-1 to IB-6) 7.3 Performance and other Bonds, identified as exhibits A & B and consisting of 4 CA-2 pages. 7.4 Notice of Award (page NA-1 to NA-2) 7.5 Construction Agreement (pages CA-1 to CA-6) 7.6 Notice to Proceed (page NP-1) 7.7 General Conditions (pages GC-1 to GC-45 , inclusive) 7.8 Special Conditions (pages SC-1 to SC-12 , inclusive) 7.9 Plans, consisting of a sheets, specifications and documents listed below by number, title, date and revision number with each sheet: SPECIFICATION AND DRAWING LIST E1.0 Electrical Legend, Specs.,and Details E2.0 West Path Area#1 Plan E2.1 North Central&East Areas#2 & 3 E2.2 South Path Area#4 Plan 7.10 Addenda numbers to , inclusive 7.11 Contractors Bid(pages BF-1 to BF-3, inclusive) marked exhibit(attach Bid Form) 7.12 Documentation submitted by CONTRACTOR prior to Notice of Award (pages to , inclusive) 7.13 Any Modification, including Change Orders, duly delivered after execution of Agreement. There are no Contract Documents other than those listed above in this Article 7. The Contract Documents may only be altered, amended, or repealed by modifications (as defined in Article 1 of the General Conditions). Article 8. MISCELLANEOUS 8.1 Terms used in this Agreement, which are defined in Article 1 of the General Conditions, shall have the meanings indicated in the General Conditions. 8.2 No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation, monies that may become due and monies that are due may not be assigned without such consent(except to the extent that the effect of this restriction may be limited by law); and unless specifically stated to the contrary in any written consent to an CA-3 assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 8.3 OWNER and CONTRACTOR each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto, his partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. Article 9. OTHER PROVISIONS 9.1 Pursuant to Section 24-91-103.6, C.R.S., the Owner hereby states that it has appropriated an amount equal to or in excess of the Contract amount. Owner shall not issue a Change Order or other form of order or directive requiring additional compensable work to be performed, which work causes the aggregate amount payable under the Contract to exceed the amount appropriated for the original Contract,unless Contractor is given written assurance by the public entity that lawful appropriations to cover the costs of the additional work have been made. CA-4 IN WITNESS WHEREOF, the parties hereto have signed this Agreement in triplicate. One counterpart each has been delivered to OWNER, CONTRACTOR, and ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. This Agreement will be effective on , 2021. OWNER, Town of Avon, Colorado CONTRACTOR, By By Attest Attest Address for giving notices: Address for giving notices: License No. Agent for service of process: CA-5 EXHIBIT A PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS that (Name of Contractor) (Address of Contractor) a hereinafter called Principal and (Corporation, Partnership or Individual) (Name of Surety) (Address of Surety) hereinafter called Surety, are held and firmly bound unto: Town of Avon, Colorado P.O. Box 975, Avon, Colorado 81620 in the penal sum of , ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors, and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Town of Avon, Colorado, dated the day of , 2021, a copy of which is hereto attached and made a part hereof for the construction of: HARRY A. NOTTINGHAM PARK PHASE 2 LIGHTING IMPROVEMENTS NOW, THEREFORE, if the Principal shall well, truly, and faithfully perform its duties, all the undertakings, covenants, terms, conditions, and agreements of said contract during the original term thereof, and any extensions thereof which may be granted by the Town of Avon, Colorado, with or without notice of the Surety and during the two year guaranty period, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and hold harmless the Town of Avon, Colorado, from all costs and damages which they may suffer by reason of failure to do so, and shall reimburse and repay the Town of Avon, Colorado, all outlay and expense which may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety for value received hereby stipulates and agrees PB-1 that no change, extension of time, alteration or addition to the terms of the contract or to the WORK to be performed thereunder or the SPECIFICATION accompanying the same shall in any ways affect its obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the Work or to the SPECIFICATIONS. PROVIDED, FURTHER, that no final settlement between the Town of Avon, Colorado, and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, this Performance bond is given pursuant to Section 38-26-101, et seq., C.R.S. 1973, as amended. IN WITNESS WHEREOF, this instrument is executed in counterparts, each one of (number) which shall be deemed an original, this the day of , 2021 ATTEST: (Principal Secretary) (Principal) By (Witness as to Principal) (Address) (Address) ATTEST: Surety Secretary Surety By (Witness as to Surety) Attorney-in-Fact (Address) (Address) PB-2 EXHIBIT B LABOR AND MATERIALS BOND KNOW ALL MEN BY THESE PRESENTS: that (Name of Contractor) (Address of Contractor) a hereinafter called Principal, and (Corporation, Partnership or Individual) (Name of Surety) (Address of Surety) hereinafter called Surety, are held and firmly bound unto: Town of Avon, Colorado P.O. Box 975, Avon, Colorado 81620 in the penal sum of ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors, and assigns,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the Town of Avon, Colorado, dated the day of , 2021, a copy of which is hereto attached and made a part hereof for the construction of: HARRY. A. NOTTINGHAM PARK PHASE 2 LIGHTING IMPROVEMENTS NOW THEREFORE, if the Principal shall promptly make payment to all persons, firms, SUBCONTRACTORS, and corporations furnishings materials for or performing labor in the prosecution of the Work provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, fuel, repairs on machinery, equipment, and tools, consumed or used in connection with the construction of such WORK, and all insurance premiums on said WORK, and for all labor,performed in such WORK whether by SUBCONTRACTOR or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety for value received hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to the LMB-1 WORK to be performed thereunder or the SPECIFICATIONS accompanying the same shall in any way affect its obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS. PROVIDED, FURTHER, that no final settlement between the Town of Avon, Colorado, and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied, and provided further that this Performance Bond is given pursuant to Section 38-26- 101, et seq., C.R.S. 1973, as amended. IN WITNESS WHEREOF, this instrument is executed in counterparts, each one of (number) which shall be deemed an original, this the day of , 2020 ATTEST: Principal Secretary Principal By (Address) Witness as to Principal (Address) Surety ATTEST: By Surety Secretary Attorney-in-Fact Witness as to Surety (Address) (Address) LMB-2 NOTICE TO PROCEED TO: _ Date: (Contractor) Project: (Address) You are hereby notified to commence WORK in accordance with the Agreement dated on or before , and you are to complete the WORK between the dates of and , 2021 Town of Avon, Colorado By: Title: TOWN ENGINEER Address: P.O. Box 975 Avon, CO 81620 Telephone: 970-748-4045 ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged By (Contractor) This the day of , 2021 By Title: Telephone: NP-1 CHANGE ORDER Order No.: Date: Agreement Date: NAME OF PROJECT: HARRY A. NOTTINGHAM PARK PHASE 2 LIGHTING PROJECT OWNER: Town of Avon, Colorado CONTRACTOR: The following changes are hereby made to the CONTRACT DOCUMENTS: Justification: Change to CONTRACT PRICE: $ Original CONTRACT PRICE: $ Current CONTRACT PRICE adjusted by previous CHANGE ORDER The CONTRACT PRICE due to this CHANGE ORDER will be (increased)(decreased)by The new CONTRACT PRICE including this CHANGE ORDER will be $ Change to CONTRACT TIME: The CONTRACT TIME will be (increased)(decreased)by calendar days. The date for completion of all work will be (Date). APPROVALS REQUIRED: Approved by Engineer: Accepted by Contractor: Accepted and Approved by Owner: Federal Agency Approval (where applicable): CO-1 TABLE OF CONTENTS OF GENERAL CONDITIONS Article Number Title Page 1 DEFINITIONS GC-1 2 PRELIMINARY MATTERS GC-4 3 CONTRACT DOCUMENTS: INTENT AND REUSE GC-6 4 AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS GC-8 5 BONDS AND INSURANCE GC-9 6 CONTRACTOR'S RESPONSIBILITIES GC-14 7 WORK BY OTHERS GC-23 8 OWNER'S RESPONSIBILITIES GC-25 9 ENGINEER'S STATUS DURING CONSTRUCTION GC-25 10 CHANGES IN THE WORK GC-29 11 CHANGE OF CONTRACT PRICE GC-30 12 CHANGE OF THE CONTRACT TIME GC-35 13 WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK GC-36 14 PAYMENTS TO CONTRACTOR AND COMPLETION GC-39 15 SUSPENSION OF WORK AND TERMINATION GC-45 16 NOT USED 17 MISCELLANEOUS GC-48 gc-i INDEX TO GENERAL CONDITIONS Article or Paragraph Number Acceptance of Insurance 5.13 Access to the Work 13.2 Addenda- definition of 1 (See Definition of Specifications) Agreement - definition of 1 All Risk Insurance 5.6 Application for Payment - definition of 1 Application for Payment Final 14.12 Application for Progress Payment 14.2 Application for Progress Payment-review of 14.4 thru 14.7 Assignment 17.5 Availability of Lands 4.1 Award,Notice Of- definition of 1 Before Starting Construction 2.5 thru 2.7 Bid- definition of 1 Bonds and Insurance - in general 5 Bonds - definition of 1 Bonds, Delivery of 2.1, 5.1 Bonds, Performance and Other 5.1, 5.2 Cash Allowances 11.10 Change Order- definition of 1 Changes in the Work 10 Claims, Waiver of- on Final Payment 14.16 Clarifications and Interpretations 9.3 Cleaning 6.17 Completion 14 Completion, Substantial 14.8, 14.9 Conference - Pre-Construction 2.8 Construction Machinery, Equipment, etc. 6.4 Continuing Work 6.29 Contract Documents - definition of 1 Contract Documents - intent and use 3 Contract Documents -reuse of 3.6 Contract Price, Change of 11 Contract Price - definition of 1 Contract Time, Change of 12 Contract Time, Commencement of 2.3 Contract Time - definition of 1 Contractor- definition of 1 gc-ii INDEX TO GENERAL CONDITIONS Article or Paragraph Number Contractor May Stop Work or Terminate 15.5 Contractor's Continuing Obligation 14.15 Contractor's Duty to Report Discrepancy in Documents 2.5, 3.2 Contractor's Fees - Cost Plus 11.6 Contractor's Liability Insurance 5.3 Contractor's Responsibilities - in general 6 Contractor's Warranty of Title 14.3 Contractual Liability Insurance 5.4 Copies of Documents 2.2 Correction or Removal of Defective Work 13.11 Correction Period, Two Year 13.12 Correction, Removal or Acceptance of Defective Work - in general 13.11 thru 13.14 Cost of Work 11.4, 11.5 Costs, Supplemental 11.4.5 Day- definition of 1 Defective Work, Acceptance of 13.13 Defective Work, Correction or Removal of 13.11 Defective - definition of 1 Defective Work- in general 13 Defective Work, Rejecting 9.4 Delivery of Bonds 2.1 Disagreements, Decisions by Engineer 9.9, 9.10 Documents, Copies of 2.2 Documents, Record 6.19 Documents, Reuse 3.6 Drawings, definition of 1 Effective Date of Agreement- definition of 1 Emergencies 6.22 Engineer- definition of 1 Engineer's -Notice Work is Acceptable 14.3 Engineer's Responsibilities, Limitations on 9.11 thru 9.14 Engineer's Status During Construction- in general 9 Engineer's - Recommendation of Payment 14.4, 14.13 Equipment, Labor, Materials and 6.3 thru 6.6 Equivalent Materials and Equipment 6.7 Fee, Contractor's - Costs Plus 11.6 Field Order- definition of 1 Field Order- issued by Architect 10.2 gc-iii INDEX TO GENERAL CONDITIONS Article or Paragraph Number Final Application for Payment 14.12 Final Inspection 14.11 Final Payment, Recommendation of 14.13, 14.14 Final Payment and Acceptance 14.13 General Requirements 1 General Provisions 17.3, 17.4 Giving Notice 17.1 Guarantee of Work-by Contractor 13.1 Indemnification 6.30 thru 6.32 Inspection, Final 14.11 Inspection, Tests and 13.3 thru 13.7 Insurance, Bonds and- in general 5 Insurance, Certificates of 2.7 and 5 Insurance, Contractor's Liability 5.3 Insurance, Contractual Liability 5.4 Insurance, Owner's Liability 5.5 Insurance, Property 5.6 thru 5.9 Intent of Contract Documents 3.1 thru 3.5 Interpretations and Clarifications 9.3 Investigations of Physical Conditions 4.2 Labor, Materials and Equipment 6.3 thru 6.6 Laws and Regulations 6.14 Liability Insurance - Contractor's 5.3 Liability Insurance - Owner's 5.5 Limitations on Engineer's Responsibilities 9.11 Materials and Equipment- furnished by Contractor 6.3 Materials or Equipment- Equivalent 6.7 Miscellaneous Provisions 17 Modifications - definition of 1 Notice, Giving of 17.1 Notice of Award- definition of 1 Notice of Acceptability of Project 14.13 Notice to Proceed - definition of 1 Notice to Proceed - Giving of 2.3 "Or-Equal" Items 6.7 Other Contractors 7 gc-iv INDEX TO GENERAL CONDITIONS Article or Paragraph Number Overtime Work, Prohibition of 6.3 Owner- definition of 1 Owner May Correct Defective Work 13.14 Owner May Stop Work 13.10 Owner May Suspend Work, Terminate 15.1 thru 15.4 Owner's Duty to Execute Change Orders 11.8 Owner's Liability Insurance 5.5 Owner's Representative, Engineer to Serve As 9.1 Owner's Responsibilities - in general 8 Owner's Separate Representative at Site 9.8 Partial Utilization 14.10 Partial Utilization-Property Insurance 5.14 Patent Fees and Royalties 6.12 Payments to Contractor- in general 14 Payments, Recommendation of 14.4 thru 14.7.6 Performance and Other Bonds 5.1 thru 5.2 Permits 6.13 Physical Conditions - Investigations and Reports 4.2 Physical Conditions, Unforeseen 4.3 Pre-Construction Conference 2.8 Preliminary Matters 2 Premises, Use of 6.16, 6.17, 6.18 Price, Change of Contract 11 Progress Payment, Applications for 14.2 Progress Schedule 2.6, 14.1 Project- definition of 1 Project Representative, Resident - definition of 1 Project Representation, Provision for 9.8 Project, Starting 2.4 Property Insurance 5.6 thru 5.9 Property Insurance -Receipt and Application of Proceeds 5.11, 5.12 Property Insurance -Partial Utilization 5.14 Protection, Safety and 6.20 thru 6.21 Recommendation of Payment 14.4, 14.13 Record Documents 6.19 Reference Points 4.4 Regulations, Laws and 6.14 Rejecting Defective Work 9.4 Removal or Correction of Defective Work 13.11 Resident Project Representative - definition of 1 gc-v INDEX TO GENERAL CONDITIONS Article or Paragraph Number Resident Project Representative, Provision for 9.8 Responsibilities, Contractor's 6 Responsibilities, Owner's 8 Reuse of Documents 3.6 Royalties, Patient Fees and 6.12 Safety and Protection 6.20 thru 6.21 Samples 6.23 Schedule of Shop drawings Submissions 2.6, 14.1 Schedule of Values 2.6, 14.1 Shop Drawings and Samples 6.23 thru 6.28 Shop Drawings - definition of 1 Site, Visits to-by Engineer 9.2 Specifications - definition of 1 Starting Construction, Before 2.5 thru 2.7 Starting the Project 2.4 Stopping Work-by Contractor 15.5 Stopping Work-by Owner 13.10 Subcontractor- definition of 1 Subcontractors - in general 6.8 thru 6.11 Substantial Completion, Certificate of 14.8 Substantial Completion, definition of 1 Subsurface Conditions 4.2, 4.3 Supplemental Costs 11.4.5 Surety- Consent to Payment 14.12, 14.14 Surety-Notice of Change 10.5 Surety, Qualification of 5.1, 5.2 Suspending Work-by Owner 15.1 Suspension of Work and Termination- in general 15 Superintendent, Contractor's 6.2 Supervision and Superintendence 6.1, 6.2 Taxes -Payment by Contractor 6.15 Termination -by Contractor 15.5 Termination-by Owner 15.2 thru 15.4 Termination, Suspension of Work and- in general 15 Tests and Inspections 13.3 thru 13.7 Time, Change of Contract 12 Time, Computation of 17.2 Uncovering Work 13.8, 13.9 Unit Prices 11.3.1 gc-vi INDEX TO GENERAL CONDITIONS Article of Paragraph Number Unit Prices, Adjustment of 11.9 Use of Premises 6.16, 6.17, 6.18 Values, Schedule of 14.1 Visits to Site -by Engineer 9.2 Waiver of Claims - on Final Payment 14.16 Warranty and Guarantee -by Contractor 13.1 Warranty of Title, Contractor's 14.3 Work, Access To 13.2 Work by Others - in general 7 Work, Cost of 11.4, 11.5 Work Continuing During Disputes 6.29 Work- definition of 1 Work-Neglected by Contractor 13.14 Work- Stopping by Contractor 15.5 Work- Stopping by Owner 15.1 thru 15.4 gc-vii GENERAL CONDITIONS ARTICLE I DEFINITIONS Whenever used in these General Conditions or in the other Contract Documents, the following terms have the meanings indicated(which are applicable to both the singular and plural thereof): Addenda- Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the bidding documents or the Contract Documents. Agreement - The written agreement between OWNER and CONTRACTOR covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. Application for Payment- The form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payment and which is to include such supporting documentation as is required by the Contract Documents. Bid- The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. Bonds - Bid, performance and payment bonds and other instruments of security. Change Order-A written order to CONTRACTOR signed by OWNER authorizing an addition, deletion or revision in the Work and/or adjustment in the Contract Price of the Contract Time issued after the effective date of the Agreement. Contract Documents - The Agreement, Addenda(which pertain to the Contract Documents), CONTRACTOR'S Bid(including documentation accompanying the bid and any post-Bid documentation submitted prior to the Notice of Award)when attached as an exhibit to the Agreement, the Bonds, the General Conditions, the Special Conditions, the Drawings (as the same are more specifically identified in the Agreement), together with all Modifications issued after the execution of the Agreement. Contract Price - The moneys payable by OWNER to CONTRACTOR under the Contract Documents as stated in the Agreement. Contract Time - The number of days (computed as provided in paragraph 17.2) or the date stated in the Agreement for the completion of Work. Contractor- The person, firm or corporation with whom OWNER has entered into this Agreement. Day- A calendar day of twenty-four(24) hours measured from midnight to the next midnight. GC-1 Defective -An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient, or does not conform to the Contract Documents or does not meet the requirements of any inspection, test or approval referred to in the Contract Documents, or has been damaged prior to Engineer's recommendation of final payment. Drawings -the drawings which show the character and scope of the Work to be performed and which have been prepared or approved by Engineer and are referred to in the Contract Documents. Effective Date of Agreement-the date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. Engineer- Wherever the word"Engineer" occurs in these Contract Documents, the word shall signify the Town Engineer as designated by the Town of Avon to be the Engineer for the Work. Field Order-A written order issued by Engineer which orders minor changes in the Work in accordance with paragraph 10.2 but which does not involve a change in the Contract Price or the Contract Time. General Requirements - Sections of Division 1 of the Specifications. Modification- (a) A written amendment of the Contract Documents signed by both parties, (b) a Change Order, or(c) a Field Order. A modification may only be issued after the effective date of the Agreement. Notice of Award- The written notice by Owner to the apparent successful Bidder stating that upon compliance by the apparent successful Bidder with the conditions precedent enumerated therein, within the time specified, Owner will sign and deliver the Agreement. Notice to Proceed -A written notice given by Owner to Contractor(with a copy to Engineer) fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform his obligation under the Contract Documents. Owner- The public body or authority, corporation, association,partnership, or individual with whom Contractor has entered into the Agreement and for whom the Work is to be provided. Project- The total construction of which the Work to be provided under the contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. Resident Project Representative - The authorized representative of ENGINEER who is assigned to the site or any part thereof. Shop Drawings - all drawings, diagrams, illustrations, schedules, and other data which are specifically prepared by CONTRACTOR, a Subcontractor, manufacturer, fabricator, supplier or distributor to illustrate some portion of the Work and all illustrations, brochures, standard schedules,performance charts, instructions, diagrams and other information prepared by a manufacturer, fabricator, supplier or distributor and submitted by CONTRACTOR to illustrate GC-2 material or equipment for some portion of the Work. Subcontractor- An individual, firm or corporation having a direct contract with CONTRACTOR or with any other subcontractor for the performance of a part of the Work at the site. Substantial Completion- The Work(or a specified part thereof) has progressed to the point where, in the opinion of the Engineer as evidenced by his definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work(or specified part) can be utilized for the purposes for which it was intended, including completion or resolution of all bid items; or if there be no such certificate issued, when final payment is due in accordance with paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to any Work refer to Substantial Completion thereof. Work- The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work is the result of performing services, furnishing labor and furnishing and incorporating materials and equipment into the construction all as required by the Contract Documents. END OF ARTICLE 1 GC-3 ARTICLE 2 PRELIMINARY MATTERS Delivery of Bonds: 2.1 When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. Copies of Documents: 2.2 OWNER shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the General Requirements) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished,upon request, at the cost of reproduction. Commencement of Contract Time; Notice to Proceed: 2.3 The Contract time will commence to run on the thirtieth (30th) day after the effective date of the Agreement, or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed; but in no event shall the Contract Time commence to run later than the ninetieth (90th) day after the day of Bid opening or the thirtieth(30th) day after the effective date of the Agreement. A Notice to Proceed may be given at any time within thirty days after the effective date of the Agreement. Starting the Project: 2.4 CONTRACTOR shall start to perform the Work on the date when the Contact Time commences to run,but no Work shall be done at the site prior to the date on which the Contract Time commences to run. Before Starting Construction: 2.5 Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contact Documents and check and verify pertinent figures shown thereon and all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error or discrepancy that CONTRACTOR may discover. 2.6 Within ten days after the effective date of the Agreement (unless otherwise specified in the Special Conditions or General Requirements), CONTRACTOR shall submit to ENGINEER for review and acceptance an estimated progress schedule indicating the starting and completion dates of the various stages of the Work, a preliminary schedule of Shop Drawings submissions, and a preliminary schedule of values of the Work. OWNER may request phasing, schedule milestones, or other key intermediate, substantial, and final completion dates as described in the Special Conditions. 2.7 Before any Work at the site is started, CONTRACTOR shall deliver to OWNER, with a copy to ENGINEER, certificates (and other evidence of insurance requested by OWNER)which GC-4 CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.3 and 5.4; and OWNER shall deliver to CONTRACTOR certificates (and other evidence of insurance requested by CONTRACTOR)which OWNER is required to purchase and maintain in accordance with paragraphs 5.6 and 5.7. Pre-Construction Conference: 2.8 Within, twenty days after the effective date of the Agreement, but before CONTRACTOR starts the Work at the site, a conference will be held for review and acceptance of the schedules referred to in paragraph 2.6, to establish procedures for handling Shop Drawings and other submittals and for processing Applications for Payments, and to establish a working understanding among the parties as to the Work. END OF ARTICLE 2 GC-5 ARTICLE 3 CONTRACT DOCUMENTS: INTENT AND REUSE Intent: 3.1 The Contract Documents comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work. They may be altered only by a Modification. The Contract Documents constitute the entire agreement between the parties hereto, relating to the project, and they set forth the rights, duties and obligations of each to the other as of the date of execution thereof. Any prior or subsequent agreements,promises, negotiations, or representations of any nature, not expressly set forth in the Contract Document, are of no force or effect. 3.2 The Contract Documents are complementary; what is called for by one is as binding as if called for by all. If, during the performance of the Work, CONTRACTOR finds a conflict, error or discrepancy in the Contract Documents, he shall report it to ENGINEER in writing at once and before proceeding with the Work affected thereby. 3.3 It is the intent of the Specifications and Drawings to describe a complete project(or part thereof) to be constructed in accordance with the Contract Documents. Any Work that may reasonably be inferred from the Drawings as being required to produce the intended result shall be supplied whether or not it is specifically called for. When words which have a well known technical or trade meaning are used to describe Work, materials or equipment, such words shall be interpreted in accordance with such meaning. Reference to standard specifications, manuals or codes of any technical society, organization or association, or to the code of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual or code in effect at the time of opening of Bids (or on the effective date of the Agreement if there were no Bids), except as may be otherwise specifically stated. However, no provision of any referenced standard specification, manual or code (whether or not specifically incorporated by reference in the contract Documents) shall change the duties and responsibilities of OWNER, CONTRACTOR or ENGINEER, or any of their agents or employees from those set forth in the Contract Documents. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided for in paragraph 9.3. 3.4 The Contract Documents and any and all related matters thereto and thereunder shall be interpreted in accordance with the laws of the State of Colorado. 3.5 These Contract Documents shall inure to and be binding on the heirs, executors, administrators, successors and assigns of the parties thereto. Reuse of the Documents: 3.6 Neither CONTRACTOR nor any Subcontractor, manufacturer, fabricator, supplier or distributor shall 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 GC-6 ENGINEER; and they shall not reuse any of them on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER. END OF ARTICLE 3 GC-7 ARTICLE 4 AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS Availability of Lands: 4.1 OWNER shall furnish, as indicated in the Special Conditions, the lands upon which the Work is to be performed, rights-of-way or access thereto, and such other lands which area designated for the use of CONTRACTOR. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER,unless otherwise provided for in the Special Conditions. If CONTRACTOR believes that any delay in OWNER'S furnishing these lands or easements entitles him to an extension of the Contract Time, CONTRACTOR may make a claim therefore as provided in Article 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities for storage of materials and equipment. Physical Conditions - Investigations and Reports: 4.2 Reference is made to the Special Conditions for identification of these reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which have been relied upon by ENGINEER in preparation of the Contract Documents. Such reports are not guaranteed as to accuracy or completeness and are not part of the Contract Documents. Unforeseen Physical Conditions: 4.3 CONTRACTOR shall promptly notify OWNER and ENGINEER in writing of any subsurface or latent physical conditions at the site or in an existing structure differing materially form those indicated or referred to in the Contract Documents. ENGINEER will promptly review those conditions and advise OWNER in writing if further investigation or tests are necessary. Promptly thereafter, OWNER shall obtain the necessary additional investigations and tests and furnish copies to ENGINEER and CONTRACTOR. If ENGINEER finds that the results of such investigations or tests indicate that there are subsurface or latent physical conditions which differ materially from those intended in the Contract Documents, and which could not reasonably have been anticipated by CONTRACTOR, a Change Order shall be issued incorporating the necessary revisions. Reference Points: 4.4 All reference points which are necessary for CONTRACTOR to proceed with work are taken from existing structures and shown on the drawings. END OF ARTICLE 4 GC-8 ARTICLE 5 BONDS AND INSURANCE Performance and Other Bonds: 5.1 CONTRACTOR shall furnish performance and payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR'S obligations under the Contract Documents. These Bonds shall remain in effect at least until two years after the date of final payment, except as otherwise provided by law. CONTRACTOR shall also furnish such other Bonds as are required by the Special Conditions. All Bonds shall be in the forms prescribed by the bidding documents or Special Conditions and be executed by such Sureties as (i) are licensed to conduct business in the state where the Project is located, and(ii) are named in the current list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended)by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All Bonds signed by an agent must be accompanied by a certified copy of the authority to act. Each Surety hereunder shall indicate in writing its state of incorporation, and if not registered to do business in Colorado, or licensed to write bonds in Colorado, shall indicate in writing these states where it is so registered and licensed. 5.2 If the Surety on any Bond furnished by CONTRACTOR is declared bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of clauses (i) and(ii) of paragraph 5.1, CONTRACTOR shall within five (5) days thereafter substitute another Bond and Surety, both of which shall be acceptable to OWNER. Contractor's Liability Insurance: 5.3 The CONTRACTOR shall purchase and maintain such insurance as will protect him from claims set forth below which may arise out of or result from the CONTRACTOR'S execution of the Work, whether such execution be by himself or by any Subcontractor or by anyone directly or indirectly employed by any of them, or by anyone for whose acts any of them may be liable: 5.3.1 Claims under workmen's compensation, disability benefit and other similar employee benefits acts; 5.3.2 Claims for damages because of bodily injury and occupational sickness or disease, or death of the CONTRACTOR'S employees; 5.3.3 Claims for damages because of bodily injury, sickness or disease, or death of any person other than the CONTRACTOR'S employees; 5.3.4 Claims for damages insured by usual personal injury liability coverage which are sustained(i) by any person as a result of an offense directly or indirectly related to the employment of such person by the CONTRACTOR, or(ii)by any other person for any other reason; GC-9 5.3.5 Claims for damages, other than to the WORK itself,because of injury to or destruction of tangible property, including loss of use resulting therefrom; and, 5.3.6 Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. 5.3.7 General Liability, Property Damage and Vehicle Expense The Insurance required by this paragraph shall include CONTRACTOR'S General Public Liability and Property Damage Insurance , including vehicle coverage issued to the CONTRACTOR and protecting him from all claims for personal injury, including death, and all claims for destruction of or damage to property, arising out of or in connection with any operations under the Contract Documents, whether such operations be by himself or by any Subcontractor under him, or anyone directly or indirectly employed by the CONTRACTOR or by a Subcontractor under him. All insurance shall conform to the minimum limits as listed in the Special Conditions. 5.3.8 Workmen's Compensation Insurance The CONTRACTOR shall take out and maintain during the life of this Contract the statutory Workmen's Compensation and Employee's Liability Insurance for all his employees to be engaged in Work on the Project under this Contract and, in case any such work is sublet, the CONTRACTOR shall require the Subcontractor similarly to provide Workmen's Compensation Insurance for all of the latter's employees to be engaged in such Work, in accordance with the provisions of the Workmen's Compensation Act of the State of Colorado. 5.3.9 Fire and Standard Extended Coverage Insurance (Builder's Risk Insurance) Unless otherwise provided for in the Special Conditions, the CONTRACTOR will be required to maintain Fire and Extended Coverage Insurance on a 100 percent completed value basis on the insurable portion of the Project for the benefit of the OWNER, until the Project is completed and accepted by the OWNER. This provision shall not release the CONTRACTOR from his obligation to complete, according to plans and specifications, the Project covered by the Contract, and the CONTRACTOR and his Surety shall be obligated to full performance of the CONTRACTOR'S undertaking. 5.3.10 Certificates of Insurance Certificates of Insurance acceptable to the OWNER shall be filed with the OWNER prior to commencement of the Work. These Certificates shall contain a provision that coverages afforded under the policies will not be canceled unless at least fifteen(15) days prior written notice has been given to the OWNER. Contractual Liability Insurance: 5.4 The comprehensive general liability insurance required by paragraph 5.3 will include contractual liability insurance applicable to CONTRACTOR'S obligations under paragraphs 6.30 and 6.31. GC-10 Owner's Liability Insurance: 5.5 OWNER shall be responsible for purchasing and maintaining his own liability insurance and, at his option, may purchase and maintain such insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. Property Insurance 5.6 Unless otherwise provided in the Special Conditions, OWNER shall purchase and maintain property insurance upon the Work at the site to the full insurable value thereof(subject to such deductible amounts as may be provided in the Special Conditions or required by law). This Insurance shall include the interests of OWNER, CONTRACTOR, and Subcontractors in the Work, shall insure against the perils of fire and extended coverage and shall include "all risk" insurance for physical loss and damage including theft, vandalism and malicious mischief, collapse and water damage, and such other perils as may be provided in the Special conditions, and shall include damages, losses and expenses arising out of or resulting from any insured loss or incurred in the repair or replacement of any insured property(including fees and charges of engineers, architects, attorneys and other professionals). If not covered under the "all risk" Insurance or otherwise provided in the Special Conditions, CONTRACTOR shall purchase and maintain similar property insurance on portions of the Work stored on and off the site or in transit when such portions of the Work are to be included in an Application for Payment. The policies of insurance required to be purchased and maintained by OWNER in accordance with paragraphs 5.6 and 5.7 shall contain a provision that the coverage afforded will not be canceled or materially changed until at least thirty(30) days prior written notice has been given to CONTRACTOR. 5.7 OWNER shall purchase and maintain such boiler and machinery insurance as may be required by the Special Conditions or by law. This Insurance shall include the interests of OWNER, CONTRACTOR and Subcontractors in the Work. 5.8 OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the interest of CONTRACTOR or Subcontractors in the Work to the extent of any deductible amounts that are provided in the Special Conditions. If CONTRACTOR wishes property insurance coverage within the limits of such amounts, CONTRACTOR may purchase and maintain it at his own expense. 5.9 If CONTRACTOR requests in writing that other special insurance be included in the property insurance policy, OWNER shall, if possible, include such insurance, and the cost thereof shall be charged to CONTRACTOR by appropriate Change Order. Prior to commencement of the Work at the site, OWNER will in writing advise CONTRACTOR whether or not such other insurance has been procured by OWNER. Waiver of Rights: 5.10 DELETED GC-11 Receipt and Application of Proceeds: 5.11 Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 shall be adjusted with OWNER and made payable to OWNER as trustee for the insured, as their interest may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.12. OWNER shall deposit in a separate account any money so received, and he shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order. 5.12 OWNER as trustee shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteen(15) days after the occurrence of loss to OWNER'S exercise of this power. If such objection be made, OWNER as trustee shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If required in writing by any party in interest, OWNER as trustee shall upon the occurrence of an insured loss, give bond for the proper performance of his duties. Acceptance of Insurance: 5.13 If OWNER has any objection to the coverage afforded by or other provisions of the insurance required to be purchased and maintained by CONTRACTOR in accordance with paragraphs 5.3 and 5.4 on the basis of its not complying with the Contract Documents, OWNER will notify CONTRACTOR in writing thereof within ten(10) days of the date of delivery of such certificates to OWNER in accordance with paragraph 2.7. If CONTRACTOR has any objection to the coverage afforded by or other provisions of the policies of insurance required to be purchased and maintained by OWNER in accordance with paragraphs 5.6 and 5.7 on the basis of their not complying with the Contract Documents, CONTRACTOR will notify OWNER in writing thereof within ten(10) days of the date of delivery of such certificates to CONTRACTOR in accordance paragraph 2.7. OWNER and CONTRACTOR will each provide to the other such additional information in respect of insurance provided by him as the other may reasonably request. Failure by OWNER or CONTRACTOR to give any such notice of objection within the time provided shall constitute acceptance of such insurance purchased by the other as complying with the Contract Documents. Partial Utilization-Property Insurance: 5.14 If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.10; provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected the changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or lapse on account of any such partial use or occupancy. END OF ARTICLE 5 GC-12 ARTICLE 6 CONTRACTOR'S RESPONSIBILITIES Supervision and Superintendence: 6.1 CONTRACTOR shall supervise and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but CONTRACTOR shall not be solely responsible for the negligence of others in the design or selection of a specific means, method, technique, sequence or procedures of construction which is indicated in and required by the Contract Documents. CONTRACTOR shall be responsible to see that the finished Work complies accurately with the Contract Documents. 6.2 CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTOR'S representative at the site and shall have authority to act on behalf of CONTRACTOR. All communications given to the superintendent shall be as binding as if given to CONTRACTOR. Labor, Materials and Equipment: 6.3 CONTRACTOR shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. Except in connection with the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Special Conditions, all Work at the site shall be performed during regular working hours, and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER'S written consent. 6.3.1 PROHIBITION AGAINST EMPLOYMENT OF ILLEGAL ALIENS A. The Contractor shall not: 1. Knowingly employ or contract with an illegal alien to perform work under this public contract for services; or 2. Enter into a contract with a Subcontractor that fails to certify to the Contactor that the Subcontractor shall not knowingly employ or contract with an illegal alien to perform work under this public contract for services. B. The Contractor has verified or attempted to verify through participation in the basic pilot employment verification program (created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended ("basic pilot program")) GC-13 that the Contractor does not employ any illegal aliens and, if the Contractor is not accepted into the basic pilot program prior to entering into a public contract for services, that the Contractor shall apply to participate in the basic pilot program every three months until the Contractor is accepted or the public contract for services has been completed, whichever is earlier. This provision shall not be required or effective if the basic pilot program is discontinued. C. The Contractor shall not use basic pilot program procedures to undertake pre- employment screening of job applicants while this public contract for services is being performed. D. If the Contractor obtains actual knowledge that a Subcontractor performing work under this public contract for services knowingly employs or contracts with an illegal alien, the Contractor shall: 1. Notify the Subcontractor and the contracting state agency or political subdivision within three days that the 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 days of receiving the notice required pursuant to paragraph 4(A) the Subcontractor does not stop employing or contracting with the illegal alien; except that the Contractor shall not terminate the contract with the Subcontractor if during such three days the Subcontractor provides information to establish that the Subcontractor has not knowingly employed or contracted with an illegal alien. E. The Contract shall comply with any reasonable request by the Colorado Department of Labor and Employment("the Department") made in the course of an investigation that the Department is undertaking pursuant to C.R.S. §8-17.5-102(5)(a). F. If a Contractor violates a provision of the public contract for services required pursuant to paragraphs 1-5, the Town may terminate the contract for breach of the contract. If the contract is so terminated, the Contractor shall be liable for actual and consequential damages to the Town. 6.4 CONTRACTOR shall furnish all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water and sanitary facilities and all other facilities and incidentals necessary for the execution, testing, initial operations and completion of Work. 6.5 All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. 6.6 All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with the instructions of the applicable manufacturer, fabricator, supplier or distributor, except as otherwise provided in the Contract Documents. Equivalent Materials and Equipment: GC-14 6.7 Whenever materials or equipment are specified or described in the Drawings or Specifications by using the name of a proprietary item or the name of a particular manufacturer, fabricator, supplier or distributor, the naming of the item is intended to establish the type, function and quality required. Unless the name is followed by words indicating that no substitution is permitted, materials or equipment of other manufacturers fabricators, suppliers or distributors may be accepted by ENGINEER if sufficient information is submitted by CONTRACTOR to allow ENGINEER to determine that the material or equipment proposed is equivalent to that named. The procedure for review by ENGINEER will be as set forth in paragraphs 6.7.1 and 6.7.2 below as supplemented in the General Requirements or Special Conditions. 6.7.1 Requests for review of substitute items of material and equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions called for by the general design,be similar and of equal substance to that specified and be suited to the same use as and capable of performing the same function as specified. The application will state whether or not acceptance of the substitute for use in the Work will require a change in the Contract Documents to adapt the design to the substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified shall be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which shall be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish at CONTRACTOR'S expense additional data about the proposed substitute. ENGINEER will be the sole judge of acceptability and no substitute will be ordered or installed without ENGINEER'S prior written acceptance. OWNER may require CONTRACTOR to furnish at CONTRACTOR'S expense a special performance guarantee or other surety with respect to any substitute. 6.7.2 ENGINEER will record time required by ENGINEER and ENGINEER'S consultants in evaluating substitutions proposed by CONTRACTOR and in making changes in the Contract Documents occasioned thereby. Whether or not ENGINEER accepts a proposed substitute, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER'S consultants for re-evaluating any proposed substitute. Concerning Subcontractors: 6.8 CONTRACTOR shall not employ any Subcontractor or other person or organization (including those who are to furnish the principal items of materials or equipment) whether initially or as a substitute, against whom OWNER or ENGINEER may have reasonable objection. A subcontractor or other person or organization identified in writing to OWNER and ENGINEER by CONTRACTOR prior to the Notice of Award and not objected to in writing by OWNER or ENGINEER prior to the Notice of Award will be deemed acceptable to OWNER GC-15 and ENGINEER. Acceptance of any Subcontractor, other person or organization by OWNER or ENGINEER shall not constitute a waiver of any right of OWNER or ENGINEER to reject defective Work. If OWNER or ENGINEER after due investigation has reasonable objection to any Subcontractor, other person or organization proposed by CONTRACTOR after the Notice of Award, CONTRACTOR shall submit an acceptable substitute and the Contract Price shall be increased or decreased by the difference in cost occasioned by such substitution, and an appropriate Change Order shall be issued. CONTRACTOR shall not be required to employ any Subcontractor, other person or organization against whom CONTRACTOR has reasonable objection. 6.9 CONTRACTOR shall be fully responsible for all acts and omissions of his Subcontractors and of persons and organizations directly or indirectly employed by them and of persons and organizations for whose acts any of them may be liable to the same extent that CONTRACTOR is responsible for the acts and omissions of persons directly employed by CONTRACTOR. Nothing in the Contract Documents shall create any contractual relationship between OWNER or ENGINEER and any Subcontractor or other person or organization having a direct contract with CONTRACTOR, nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any Subcontractor or other person or organization except as may otherwise be required by law. OWNER or ENGINEER may furnish to any Subcontractor or other person or organization, to the extent practicable, evidence of amounts paid to CONTRACTOR on account of specific Work done. 6.10 The identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or delineating the Work to be performed by any specific trade. 6.11 All Work performed for CONTRACTOR by a Subcontractor will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor which specifically binds the Subcontractor to the applicable terms and conditions of the Contract Documents for the benefit of OWNER. CONTRACTOR shall pay each Subcontractor a just share of any insurance moneys received by CONTRACTOR on account of losses under policies issued pursuant to paragraphs 5.6 through 5.8. Patent Fees and Royalties: 6.12 CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design,process,product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design,process,product or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. CONTRACTOR shall indemnify and hold harmless OWNER and ENGINEER and anyone directly or indirectly employed by either of them from and against all claims, damages, losses and expenses (including attorneys' fees) arising out of 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, and shall defend all such claims in connection with any GC-16 alleged infringement of such rights. Permits: 6.13 Unless otherwise provided in the Special Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and license. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids. CONTRACTOR shall pay all charges of utility service companies for connections to the Work, and OWNER shall pay all charges of such companies for capital costs related thereto. Laws and Regulations: 6.14 CONTRACTOR shall give all notices and comply with all laws, ordinances, rules and regulations applicable to the Work. If CONTRACTOR observes that the Contract Documents are at variance therewith, CONTRACTOR shall give ENGINEER prompt written notice thereof, and any necessary changes shall be adjusted by an appropriate Modification. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to such laws, ordinance, rules and regulations, and without such notice to ENGINEER, CONTRACTOR shall bear all costs arising therefrom; however, it shall not be CONTRACTOR'S primary responsibility to make certain that the Contract Documents are in accordance with such laws, ordinances, rules and regulations. Taxes: 6.15 CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by him in accordance with the law of the place of the Project. All bids shall include all such taxes with no adjustment for any refund the OWNER will receive. The CONTRACTOR shall maintain and furnish to the OWNER, records, as required by governmental regulations of sales taxes paid to enable recovery of the same by the OWNER. Use of Premises: 6.16 CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workmen to areas permitted by law, ordinances,permits or the requirements of the Contract Documents, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. 6.17 During the progress of the work, CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work, CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises, as well as all tools, appliances, construction equipment and machinery, and surplus materials, and shall leave the site clean and ready for occupancy by OWNER. CONTRACTOR shall restore to their original condition those portions of the site not designated for alteration by the Contract Documents. GC-17 6.18 CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents: 6.19 CONTRACTOR shall keep one record copy of all Contract Documents, Addenda, Modifications, Shop Drawings and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be available to ENGINEER for examination and shall be delivered to ENGINEER for OWNER upon completion of the Work. Safety and Protection: 6.20 CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 6.20.1 all employees on the Work and other persons who may be affected thereby; 6.20.2 all the Work and all materials or equipment to be incorporated therein, whether in storage on or off the site; and 6.20.3 other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable laws, ordinances, rules and regulations and orders of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss, and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and utilities when prosecution of the Work may affect them. All damage, injury or loss to any property referred to in paragraph 6.20.2 or 6.20.3 caused, directly or indirectly, in whole or in part,by CONTRACTOR, any Subcontractor or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR(except damage or loss attributable to the fault of the Contract Documents or to the sole acts or omissions of OWNER, or anyone employed by OWNER, or anyone whose acts OWNER may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR). CONTRACTOR'S duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable. 6.21 CONTRACTOR shall designate a responsible member of his organization at the site whose duty shall be prevention of accidents. This person shall be CONTRACTOR'S superintendent unless otherwise designated in writing by CONTRACTOR to OWNER. Emergencies: GC-18 6.22 In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instructing or authorization from ENGINEER or OWNER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice of any significant changes in the Work or deviations from the Contract Documents caused thereby. Shop Drawings and Samples: 6.23 After checking and verifying all field measurements, CONTRACTOR shall submit to ENGINEER for review and approval, in accordance with the accepted schedule of Shop Drawing submissions (see paragraph 2.8), five copies (unless otherwise specified in the General Requirements or Special Conditions) of all Shop Drawings, which shall have been checked by and stamped with approval of CONTRACTOR and identified as ENGINEER may require. The data shown on the Shop Drawings will be complete with respect to dimensions, design criteria, materials of construction and like information to enable ENGINEER to review the information as required. 6.24 CONTRACTOR shall also submit to ENGINEER for review and approval with such promptness as to cause no delay in Work, all samples required by the Contract Documents. All samples will have been checked by and stamped with the approval of CONTRACTOR, identified clearly as to material, manufacturer, any pertinent catalog numbers and the use for which intended. 6.25 At the time of each submission, CONTRACTOR shall in writing call ENGINEER'S attention to any deviations that the Shop Drawings or samples may have from the requirements of the Contract Documents. 6.26 ENGINEER will review and approve with reasonable promptness Shop Drawings and samples,but ENGINEER'S review and approval shall be only for conformance with the design concept of the Project and for compliance with the information given in the Contract Documents and shall not extend to means, methods, sequences, techniques or procedures of construction or to safety precaution or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make any corrections required by ENGINEER and shall return the required number or corrected copies of Shop Drawings and resubmit 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. CONTRACTOR'S stamp of approval on any Shop Drawing or sample shall constitute a representation to OWNER and ENGINEER that CONTRACTOR has either determined and verified all quantities, dimensions, field construction criteria, materials, catalog numbers, and similar data or assumes full responsibility for doing so, and that CONTRACTOR has reviewed or coordinated each Shop Drawing or sample with the requirements of the Work and the Contract Documents. 6.27 Where a Shop Drawing or sample is required by the Contract Documents, no related Work shall be commenced until submittal has been reviewed and approved by ENGINEER. GC-19 6.28 ENGINEER'S review and approval of Shop Drawings or samples shall not relieve CONTRACTOR from responsibility for any deviations from the Contract Documents unless CONTRACTOR has in writing called ENGINEER'S attention to such deviation at the time of submission and ENGINEER has given written concurrence or approval by ENGINEER relieve CONTRACTOR from responsibility for errors or omissions in the Shop Drawings. Continuing the Work: 6.29 CONTRACTOR shall carry on the Work and maintain the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as CONTRACTOR and OWNER may otherwise agree in writing. Indemnification: 6.30 To the fullest extent permitted by law, CONTRACTOR shall indemnify and hold harmless OWNER and ENGINEER and their agents and employees from and against all claims, damages, losses and expenses including but not limited to attorney's fees arising out of or resulting from the performance of the Work,provided that such claim, damage, loss or expense (a) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property(other than the Work itself), including the loss of use resulting therefrom, and (b) is caused in whole or in party by an negligent act or omission of CONTRACTOR, any Subcontractor, anyone directly or indirectly employed by and of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. 6.31 In any and all claims against OWNER or ENGINEER or any of their agents or employees by any employee of CONTRACTOR, and Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.30 shall not be limited in any way to any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. 6.32 The obligations of CONTRACTOR under paragraph 6.30 shall not extend to the liability of ENGINEER, his agents or employees arising out of the preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs or specifications. END OF ARTICLE 6 GC-20 ARTICLE 7 WORK BY OTHERS 7.1 OWNER may perform additional work related to the Project himself, or have additional work performed by utility service companies, or let other direct contracts therefore which shall contain General Conditions similar to these. CONTRACTOR shall afford the utility service companies and the other contractors who are parties to such direct contracts (or OWNER, if OWNER is performing the additional work with OWNER'S employees) reasonable opportunity for the introduction and storage of materials and equipment and the execution of work, and shall properly connect and coordinate his Work with theirs. 7.2 If any part of CONTRACTOR'S Work depends for proper execution or results upon the work of any such other contractor or utility service company(or OWNER), CONTRACTOR shall inspect and promptly report to ENGINEER in writing any patent or apparent defects or deficiencies in such work that render it unsuitable for such proper execution and results. CONTRACTOR'S failure so to report shall constitute an acceptance of the other work as fit and proper for integration with CONTRACTOR'S Work except for latent or non-apparent defects and deficiencies in the other work. 7.3 CONTRACTOR shall do all cutting, fitting and patching of his Work that may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. 7.4 If the performance of additional work by other contractors or utility service companies or OWNER was not noted in the Contract Documents, written notice thereof shall be given to CONTRACTOR prior to starting any such additional work. If CONTRACTOR believes that the performance of such additional work by OWNER or others involves additional expense to CONTRACTOR or requires an extension of the Contract Time, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. END OF ARTICLE 7 GC-23 ARTICLE 8 OWNER'S RESPONSIBILITIES 8.1 OWNER shall issue all communications to CONTRACTOR through ENGINEER unless otherwise stated in the Special Conditions. 8.2 In case of termination of the employment of ENGINEER, OWNER shall appoint an ENGINEER against whom CONTRACTOR makes no reasonable objection, whose status under the Contract Documents shall be that of the former ENGINEER. 8.3 OWNER shall furnish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly after they are due as provided in paragraphs 14.4 and 14.13. 8.4 OWNER'S duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1.and 4.4. Paragraph 4.2 refers to OWNER'S identifying and making available to CONTRACTOR copies of reports of investigation and tests of subsurface and latent physical conditions at the site or otherwise affecting performance of the Work which have been relied upon by ENGINEER in preparing the Contract Documents. 8.5 OWNER'S responsibilities in respect of purchasing and maintaining liability and property insurance are set forth in paragraphs 5.5 through 5.7. 8.6 In connection with OWNER'S rights to request changes in Work in accordance with Article 10, OWNER(especially in certain instances as provided in paragraph 10.4) is obligated to execute Change Orders. 8.7 OWNER'S responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4 8.8 In connection with OWNER'S right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 deals with OWNER'S right to terminate services of CONTRACTOR under certain circumstances. END OF ARTICLE 8 GC-24 ARTICLE 9 ENGINEER'S STATUS DURING CONSTRUCTION Owner's Representative: 9.1 ENGINEER will be OWNER'S representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER'S representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER. Visits to Site: 9.2 ENGINEER will make visits to the site at intervals appropriate to the various stages of construction to observe the progress and quality of the executed Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous on-site observations 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 to the Contract Documents. On the basis of such visits and on-site observations as an experienced and qualified design professional, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defects and deficiencies in the Work. Clarifications and Interpretations: 9.3 ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with or reasonably inferable from the overall intent of the Contract Documents. If CONTRACTOR believes that a written clarification or interpretation justifies an increase in the Contract Price or Contract Time, CONTRACTOR may make a claim therefor as provided in Article 11 or Article 12. Rejecting Defective Work: 9.4 ENGINEER will have authority to disapprove or reject Work which is defective, and will also have authority to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed. Shop Drawings, Change Orders and Payments: 9.5 In connection with ENGINEER'S responsibility for Shop Drawings and samples, see paragraphs 6.23 through 6.29, inclusive. 9.6 In connection with ENGINEER'S responsibilities as to Change Orders, see Articles 10, 11 and 12. 9.7 In connection with ENGINEER'S responsibilities in respect to Applications for Payment, etc., see Article 14. GC-25 Project Representation: 9.8 ENGINEER may appoint a Resident Project Representative to assist in observing the performance of the work. If so appointed, the Resident Project Representative will be the ENGINEER'S agent and will act as directed by and under the supervision of ENGINEER and will confer with ENGINEER regarding his actions. The Resident Project Representative's dealings in matters pertaining to the on-site Work shall, in general, be only with ENGINEER and CONTRACTOR, and dealings with subcontractors shall only be through CONTRACTOR. As ENGINEER'S Agent, the Resident Project Representative will: A. Serve as ENGINEER'S liaison with CONTRACTOR, working principally through CONTRACTOR'S Superintendent and assist him in understanding the intent of the Contract Documents. B. Conduct on-site observations of the Work in progress to assist ENGINEER in determining if the Work is proceeding in accordance with the Contract Documents and that completed Work will conform to the Contract Documents. C. Report to ENGINEER whenever he believes that any Work is unsatisfactory, faulty, defective, does not conform to the Contract Documents, does not meet the requirements, inspections, tests, or approval required to be made, or has been damaged prior to final payments. He will also advise ENGINEER when he believes Work should be corrected or rejected, should be uncovered for observation, or requires special testing, inspection, or approval. D. Verify that tests, equipment and systems startups, and operating and maintenance instructions are conducted as required by the Contract Documents and in the presence of the required personnel, and that CONTRACTOR maintains adequate records thereof; observe, record and report to ENGINEER appropriate details relative to the test procedures and startups. E. Accompany visiting inspectors, representing public or other agencies having jurisdiction over the Project, and report the outcome of these inspections to ENGINEER. F. Transmit, to CONTRACTOR, ENGINEER'S clarifications and interpretations of the Contract Documents. G. Consider and evaluate CONTRACTOR'S suggestions for modifications in Contract Documents and report them, with recommendations, to ENGINEER. H. Furnish ENGINEER periodic report of progress of the Work and contractor's compliance with the approved progresses schedule. As ENGINEER'S Agent, the Resident Project Representative, except upon written GC-26 instructions of ENGINEER, will not: A. Authorize any deviation from the Contract Documents or approve any substitute materials or equipment. B. Exceed limitations on ENGINEER'S authority, as set forth in the Contract Documents. C. Undertake any of the responsibilities of CONTRACTOR, subcontractors, or CONTRACTOR'S superintendent, or expedite the Work. D. Advise on, or issue directions relative to, any aspect of the means, methods, techniques, sequences, or procedures of construction, unless such is specifically called for in the Contract Documents. E. Advise on or issue directions as to safety precautions and programs in connection with the Work. F. Authorize OWNER to occupy the Project in whole or in part. G. Participate in specialized field or laboratory tests. Decisions and Disagreements: 9.9 ENGINEER will be initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the execution and progress of the Work shall be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph, which ENGINEER will render in writing within a reasonable time. Written notice of each such claim, dispute and other matter shall be delivered by the claimant to ENGINEER and the other party to the Agreement within fifteen(15) days of the occurrence of the event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within forty-five (45) days of such occurrence unless ENGINEER allows an additional period of time to ascertain more accurate data. In his capacity as interpreter and judge, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. 9.10 The rendering of a decision by ENGINEER pursuant to paragraph 9.9 with respect to any such claim, dispute or other matter(except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.16) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or at law in respect of any such claim, dispute or other matter. Limitations on ENGINEER'S Responsibilities: GC-27 9.11 Neither ENGINEER'S authority to act under this Article 9 or elsewhere in the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority shall give rise to any duty or responsibility of ENGINEER to CONTRACTOR, any Subcontractor, any manufacturer, fabricator, supplier or distributor, or any of their agents or employees or any other person performing any of the Work. 9.12 Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper", or"satisfactory" or adjective of like effect or import are used to describe requirement, direction, review or judgement of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgement will be solely to evaluate the Work for compliance with the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective never indicates that the ENGINEER shall have authority to undertake responsibility contrary to the provisions of paragraphs 9.13 or 9.14. 9.13 ENGINEER will not be responsible for CONTRACTOR'S means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, and ENGINEER will not be responsible for CONTRACTOR'S failure to perform the Work in accordance with the Contract Documents. 9.14 ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractors, or of the agents or employees of any CONTRACTOR or Subcontractor, or of any other persons at the site or otherwise performing any of the Work. END OF ARTICLE 9 GC-28 ARTICLE 10 CHANGES IN THE WORK 10.1 Without invalidating the Agreement, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work; these will be authorized by Change Orders. Upon receipt of a Change Order, CONTRACTOR shall proceed with the Work involved. All such Work shall be executed under the applicable conditions of the Contract Documents. If any Change Order causes an increase or decrease in the Contract Price or an extension or shortening of the Contract Time, an equitable adjustment will be made as provided in Article 11 or Article 12 on the basis of a claim made by either party. 10.2 ENGINEER may authorize minor changes in the Work not involving an adjustment in the Contract Price or the Contract Time, which are consistent with the overall intent of the Contract Documents. This may be accomplished by a Field Order and shall be binding on OWNER, and also on CONTRACTOR who shall perform the change promptly. If CONTRACTOR believes that a Field Order justifies an increase in the Contract Price or Contract Time, CONTRACTOR may make a claim therefor as provided in Article 11 or Article 12. 10.3 Additional Work performed without authorization of a Change Order will not entitle CONTRACTOR to an increase in the Contract Price or an extension of the Contract Time, except in the case of an emergency as provided in paragraph 6.22 and except as provided in paragraphs 10.2 and 13.9. 10.4 OWNER shall execute appropriate Change Orders prepared by ENGINEER covering changes in the Work which are required by OWNER, or required because of unforeseen physical conditions or emergencies, or because of uncovering Work found not to be defective, or as provided in paragraphs 11.9 or 11.10, or because of any other claim of CONTRACTOR for a change in the Contract Time or the Contract Price which is recommended by ENGINEER. 10.5 If notice of any change affecting the general scope of the Work or change in the Contract Price is required by the provisions of any Bond to be given to the Surety, it will be CONTRACTOR'S responsibility to so notify the Surety, and the amount of each applicable Bond shall be adjusted accordingly. CONTRACTOR shall furnish proof of such adjustment to OWNER. END OF ARTICLE 10 GC-29 ARTICLE 11 CHANGE OF CONTRACT PRICE 11.1 The Contract Price constitutes the total compensation(subject to authorized adjustments) payable to CONTRACTOR for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at his expense without change in the Contract Price. 11.2 The Contract Price may only be changed by a Change Order. Any claim for an increase in the Contract Price shall be based on written notice delivered to OWNER and ENGINEER within fifteen(15) days of the occurrence of the event giving rise to the claim. Notice of the amount of the claim with supporting data shall be delivered within forty-five (45) days of such occurrence unless ENGINEER allows an additional period of time to ascertain accurate cost data. All claims for adjustment in the Contract Price shall be determined by ENGINEER if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. Any change in the Contract Price resulting from any such claim shall be incorporated in a Change Order. 11.3 The value of any Work covered by a Change Order or of any claim for an increase or decrease in the Contract Price shall be determined in one of the following ways: 11.3.1 Where the Work involved is covered by unit prices contained in the Contract Documents, by application of unit prices to the quantities of the items involved(subject to the provisions of paragraph 11.9). 11.3.2 By mutual acceptance of a lump sum. 11.3.3 On the basis of the cost of the Work(determined as provided in paragraphs 11.4 and 11.5)plus a Contractor's Fee for overhead and profit (determined as provided in paragraph 11.6). Cost of the Work: 11.4 The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in paragraph 11.5: 11.4.1 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. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' or workmen's compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. Such employees shall include superintendents and GC-30 foremen at the site. The expenses of performing work after regular working hours, on Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER. 11.4.2 Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and the storage thereof, and manufacturers' field services required in connection therewith. All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds, and all returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained. 11.4.3 Payments made by CONTRACTOR to the Subcontractor for Work performed by Subcontractors. If required by OWNER, CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advise of ENGINEER, which bids will be accepted. If a 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 shall be determined in the same manner as CONTRACTOR'S cost of the Work. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4 Costs of special consultants (including,but not limited to, engineers, architects, testing laboratories, surveyors, lawyers and accountants) employed for services specifically related to the Work. 11.4.5 Supplemental Costs including the following: 11.4.5.1 The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR'S employees incurred in discharge of duties connected with the Work. 11.4.5.2 Costs, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workmen, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of the CONTRACTOR. 11.4.5.3 Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advise of ENGINEER, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof, all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.4.5.4 Sales, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by any governmental authority. 11.4.5.5 Deposits lost for causes other than CONTRACTOR'S negligence, royalty payments and fees for permits licenses. GC-31 11.4.5.6 Losses and damages (and related expenses), not compensated by insurance or otherwise to the Work or otherwise sustained by CONTRACTOR in connection with the execution of the Work, provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER. No such losses, damages and expenses shall be included in the cost of the Work for the purpose of determining CONTRACTOR'S Fee. If, however, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof, CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 11.6.2. 11.4.5.7 The cost of utilities, fuel and sanitary facilities at the site. 11.4.5.8 Minor expenses, such as facsimiles, cellular phones, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. 11.4.5.9 Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.5 The term Cost of the Work shall not include any of the following: 11.5.1 Payroll costs and other compensation of CONTRACTOR'S officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, lawyers, auditors, accountants and purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in his principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in subparagraph 11.4.1., all of which are to be considered administrative costs covered by the CONTRACTOR'S Fee. 11.5.2 Expenses of CONTRACTOR'S principal and branch offices other than CONTRACTOR'S office at the site. 11.5.3 Any part of CONTRACTOR'S capital expenses, including interest on CONTRACTOR'S capital employed for the Work charges against CONTRACTOR for delinquent payments. 11.5.4 Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for additional Bonds and insurance required because of changes in the Work). 11.5.5 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. 11.5.6 Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4. GC-32 CONTRACTOR's Fee: 11.6 The CONTRACTOR'S Fee allowed to CONTRACTOR for Overhead and profit shall be determined as follows: 11.6.1 a mutually acceptable fixed fee; or if none can be agreed upon; 11.6.2 a fee based on the following percentages of the various portions of the Cost of the Work: 11.6.2.1 for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTOR'S Fee shall be ten(10)percent, 11.6.2.2 for costs incurred under paragraph 11.4.3, the CONTRACTOR'S Fee shall be five (5)percent; and if a subcontract is on the basis of Cost of the Work Plus a Fee, the maximum allowable to the Subcontractor as a fee for overhead and profit shall be ten (10) percent, and 11.6.2.3 no fee shall be payable on the basis of costs itemized under paragraphs 11.4.4, 11.4.5 and 11.5. 11.7 The amount of credit to be allowed by CONTRACTOR to OWNER for any such change which results in a net decrease in cost, will be the amount of the actual net decrease. When both additions and credits are involved in any one change, the combined overhead and profit shall be figured on the basis of the net increase, if any. Adjustment of Unit Prices: 11.8 Whenever the cost of any Work is to be determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. 11.9 The OWNER reserves the right to make such changes in quantity of work as are deemed necessary or advisable without changing the unit bid prices shown in the Bid Form. Cash Allowances: 11.10 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 done by such Subcontractors, manufacturers, fabricators, suppliers or distributors and for such sums within the limit of the allowances as may be acceptable to ENGINEER. Upon final payment, the Contract Price shall be adjusted as required and an appropriate Change Order issued. CONTRACTOR agrees that the original Contract Price includes such sums as CONTRACTOR deems proper for costs and profit on account of cash allowances. No demand for additional cost or profit in connection therewith will be valid. END OF ARTICLE 11 GC-33 ARTICLE 12 CHANGE OF THE CONTRACT TIME 12.1 The Contract Time may only be changed by a Change Order. Any claim for an extension in the Contract Time shall be based on written notice delivered to OWNER and ENGINEER within fifteen(15) days of the occurrence of the event giving rise to the claim. Notice of the extent of the claim with supporting data shall be delivered within forty-five (45) days of such occurrence unless ENGINEER allows an additional period of time to ascertain more accurate data. All claims for adjustment in the contract time shall be determined by ENGINEER if OWNER and CONTRACTOR cannot otherwise agree. Any change in the Contract Time resulting from any such claim shall be incorporated in a Change Order. 12.2 The Contract Time will be extended in an amount equal to time lost due to delays beyond the control of the CONTRACTOR if a claim is made therefor as provided in paragraph 12.1. Such delays shall include,but not be limited to, acts or neglect by OWNER or others performing additional Work as contemplated by Article 7, or to fires, floods, labor disputes, epidemics, abnormal weather conditions, or acts of God. 12.3 All time limits stated in the Contract Documents are of the essence of the Agreement. The provisions of this Article 12 shall not exclude recovery for damages (including compensation for additional professional services) for delay by either party. END OF ARTICLE 12 GC-34 ARTICLE 13 WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK Warranty and Guarantee: 13.1 CONTRACTOR warrants and guarantees to OWNER and ENGINEER that all Work will be in accordance with the Contract Documents and will not be defective. Prompt notice of all defects shall be given to CONTRACTOR. All defective Work, whether or not in place, may be rejected, corrected or accepted as provided in this Article 13. Access to the Work: 13.2 ENGINEER and ENGINEER'S representative, other representatives of OWNER, testing agencies and governmental agencies with jurisdictional interests will have access to the Work at reasonable times for their observation, inspection and testing. CONTRACTOR shall provide proper and safe conditions for such access. Tests and Inspections: 13.3 CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals. 13.4 If any law, ordinance, rule, regulation, code or other of any public body having jurisdiction requires any WORK(or part thereof) to specifically be inspected, tested or approved, CONTRACTOR shall assume full responsibility therefor, pay all costs in connection therewith and furnish ENGINEER the required certificates of inspection, testing or approval. CONTRACTOR shall also be responsible for and shall pay all costs in connection with any inspection or testing required in connection with OWNER'S or ENGINEER'S acceptance of a manufacturer, fabricator, supplier or distributor of materials or equipment submitted for approval prior to CONTRACTOR'S purchase thereof for incorporation in the Work. The cost of all other inspections, tests and approvals required by the Contract Documents shall be paid by OWNER (unless otherwise specified). 13.5 All inspections, tests or approvals other than those required by law, ordinance, rule, regulation, code or order of any public body having jurisdiction shall be performed by organizations acceptable to OWNER and CONTRACTOR(or by ENGINEER if so specified). 13.6 If any Work that is to be inspected, tested or approved is covered without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation. Such uncovering shall be at CONTRACTOR'S expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR'S intention to cover such Work and ENGINEER has not acted with reasonable promptness in response to such notice. 13.7 Neither observations by ENGINEER nor inspections, tests or approvals by others shall relieve CONTRACTOR from his obligations to perform the Work in accordance with the GC-35 Contract Documents. Uncovering Work: 13.8 If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEER'S observation and replaced at CONTRACTOR'S expense. 13.9 If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR at ENGINEER'S request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary labor. If it is found that such Work is defective, CONTRACTOR shall bear all the expenses of such uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction, including compensation of additional professional service, and an appropriate deductive Change Order shall be issued. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing and reconstruction if he makes a claim therefor as provided in Articles 11 and 12. Owner May Stop the Work: 13.10 If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workman or suitable materials or equipment, OWNER may order CONTRACTOR to stop the Work, or any portion thereof,until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR or any other party. Correction or Removal of Defective Work: 13.11 If required by ENGINEER, CONTRACTOR shall promptly, without cost to OWNER and as specified by ENGINEER, either correct any defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER, remove it from the site and replace it with non-defective Work. Two Year Correction Period: 13.12 If within two years after the date of Substantial Completion or such longer period of time as may be prescribed by law or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER'S written instructions, either correct such defective Work, or, if it has been rejected by OWNER, remove it form the site and replace it with non-defective Work. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all direct and indirect costs of such removal and replacement, including compensation of additional professional GC-36 service, shall be paid by CONTRACTOR. Acceptance of Defective Work: 13.13 If, instead of requiring correction or removal and replacement of defective Work, OWNER(and prior to ENGINEER'S recommendation of final payment) prefers to accept it, OWNER may do so. In such case, if acceptance occurs prior to ENGINEER'S recommendation of final payment, a Change Order shall be issued incorporating the necessary revisions in the Contract Documents, including appropriate reduction in the Contract Price; or, if the acceptance occurs after such recommendation, an appropriate amount shall be paid by CONTRACTOR to OWNER. OWNER May Correct Defective Work: 13.14 If CONTRACTOR fails within a reasonable time after written notice of ENGINEER to proceed to correct and to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents (including any requirements of the progress schedule), OWNER may, after seven(7) days' written notice to CONTRACTOR correct and remedy any such deficiency. In exercising his rights under this paragraph, OWNER shall proceed expeditiously, to the extent necessary to complete corrective and remedial Action. OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTOR'S services related thereto, take possession of CONTRACTOR'S tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER'S representatives, agents and employees such access to the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER'S representatives, agents and employees such access to the site as may be necessary to enable OWNER to exercise his rights under this paragraph. All direct and indirect costs of OWNER in exercising such rights shall be charged against CONTRACTOR in an amount verified by ENGINEER, and a Change Order shall be issued incorporating the necessary revisions in the Contract Documents and a reduction in the Contract Price. Such direct and indirect costs shall include, in particular but without limitation, compensation for additional professional services required and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of CONTRACTOR'S defective Work. CONTRACTOR shall not be allowed an extension of the Contract Time because of any delay in performance of the Work attributable to the exercise by OWNER of OWNER'S rights hereunder. END OF ARTICLE 13 GC-37 ARTICLE 14 PAYMENTS TO CONTRACTOR AND COMPLETION Schedules: 14.1 At least ten(10) days prior to submitting the first Application for progress payment, CONTRACTOR shall (except as otherwise specified in the General Requirements or Special Conditions) submit to ENGINEER a progress schedule, a final schedule or Shop Drawings submission and where applicable a schedule of values of the Work. These schedules shall be satisfactory in form and substance to ENGINEER. The schedule of values shall include quantities and unit prices aggregating the Contract Price, and shall subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Upon acceptance of the schedule of values by ENGINEER, it shall be incorporated into a form of Application for Payment acceptable to ENGINEER. Application for Progress Payment: 14.2 At least ten(10) days before each progress payment falls due (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents and also as ENGINEER may reasonably require. If payment is requested on the basis of materials and equipment not incorporated in the Work,but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by such data, satisfactory to OWNER, as will establish OWNER'S title to the material and equipment and protect OWNER'S interest therein, including applicable insurance. Each subsequent Application for Payment shall include an affidavit of CONTRACTOR stating that all previous progress payments received on account of the Work have been applied to discharge in full all the CONTRACTOR'S obligations reflected in prior Applications for Payment. The OWNER shall retain five (5%)percent of the amount of each payment until final completion and acceptance of all Work covered by the Contract Documents. Prior to Substantial Completion, progress payments will be made in an amount equal to 95% of Work completed, with the balance being retainage. The withheld percentage of the contract price shall be retained until the contract is completed satisfactorily and finally accepted by OWNER. When the value of work completed has progressed to fifty(50%)percent of the Contract amount, and in the OWNER'S opinion satisfactory progress and quality of work is being maintained, the OWNER may elect, at his sole discretion, not to withhold additional retainage for the remainder of the work. The five (5%)percent retainage of the value of work completed may be reinstated if, in the OWNER'S opinion, the lack of progress or other substantial reasons exist. GC-39 CONTRACTOR'S Warranty of Title: 14.3 CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Applications for Payment, whether incorporated in the Project or not, will pass to OWNER at the time for payment free and clear of all liens, claims, security interests and encumbrances (hereafter in these General Conditions referred to as "Liens"). Review of Applications for Progress Payment: 14.4 ENGINEER will, within fifteen(15) days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to OWNER, or return the application to CONTRACTOR indicating in writing ENGINEER'S reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections and resubmit the application. OWNER shall, within thirty(30) days of presentation to him of the Application for Payment, with ENGINEER'S recommendation,pay CONTRACTOR the amount recommended. 14.5 ENGINEER'S recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on ENGINEER'S on-site observations of the Work in progress as an experienced and qualified design professional and on ENGINEER'S review of the Application for Payment and the accompanying data and schedules that the Work has progressed to the point indicated; that, to the best of ENGINEER'S knowledge, information and belief, the quality of the Work is in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning Project upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents and any qualifications stated in the recommendation) and that CONTRACTOR is entitled to payment of the amount recommended. However, by recommending any such payment, ENGINEER will not thereby be deemed to have represented that exhaustive or continuous on-site inspections have been made to check the quality or the quantity of the Work, or that the means, methods, techniques, sequences and procedures of construction have been reviewed or that any examination has been made to ascertain how or for what purpose CONTRACTOR has used the moneys paid or to be paid to CONTRACTOR on account of the Contract Price, or that title to any Work, materials or equipment has passed to OWNER free and clear of any Liens. The quantities for which Payment will be made shall be those shown in the BID FORM, provided the project is constructed essentially in accordance with the plans and specifications. Authorized changes will be field measured by Engineer and the accepted work will be paid for at the contract bid price per unit. Payment shall be made at the unit price or lump sum amount, as shown in the CONTRACTOR'S Bid, for applicable items of work. Items of work required to complete the project in accordance with the plans and specifications and for which no specific bid item appears in the Contract Documents shall not be paid for separately,but shall be included in the prices shown in the Contractor's Bid for applicable items of work. GC-40 14.6 ENGINEER'S recommendation of final payment will constitute an additional representation by ENGINEER to OWNER that the conditions precedent to CONTRACTOR'S being entitled to final payment as set forth in paragraph 14.13 have been fulfilled. 14.7 ENGINEER may refuse to recommend the whole or any part of any payment if, in his opinion, it would be incorrect to make such representations to OWNER. He may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended to such extent as may be necessary in ENGINEER'S opinion to protect OWNER from loss because: 14.7.1 the Work is defective, or completed Work has been damaged requiring correction or replacement; 14.7.2 written claims have been made against OWNER or Liens have been filed in connection with the Work; 14.7.3 the Contract Price has been reduced because of Modifications; 14.7.4 OWNER has been required to correct defective Work or to complete the Work in accordance with paragraph 13.14; 14.7.5 of CONTRACTOR'S unsatisfactory prosecution of the Work in accordance with the Contract Documents; or, 14.7.6 CONTRACTOR'S failure to make payment to Subcontractors, or for labor, material or equipment. Substantial Completion: 14.8 When CONTRACTOR considers the entire Work ready for its intended use, CONTRACTOR shall, in writing to OWNER and ENGINEER, certify that the entire Work is substantially complete and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, 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 his reasons therefor. If ENGINEER considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. OWNER shall have seven(7) days after receipt of the tentative certificate during which he may make written objection to ENGINEER as to any provisions of the certificate or attached list. If, after considering such objections, ENGINEER concludes that the Work is not substantially complete, ENGINEER will within fourteen(14) days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating his reasons therefor. If, after consideration of OWNER'S objections ENGINEER considers the Work substantially complete, ENGINEER will within said GC-41 fourteen(14) days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as he believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion, ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, heat, utilities and insurance. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER prior to his issuing the definitive certificate of Substantial Completion, ENGINEER'S aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment. 14.9 OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Utilization: 14.10 Use by Owner of completed portions of the Work may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1 OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any part of the Work which OWNER believes to be substantially complete and which may be so used without significant interference with construction of the other parts of the Work. If CONTRACTOR agrees, CONTRACTOR will certify to OWNER and ENGINEER that said part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time thereafter, 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 his reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, ENGINEER will execute and deliver to OWNER and CONTRACTOR a certificate to that effect, fixing the date of Substantial Completion as to that part of the Work attaching thereto a tentative list of items to be completed or corrected before final payment. Prior to issuing a certificate of Substantial Completion as to that part of the Work, ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to the division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance,utilities and insurance for that part of the Work which shall become binding upon OWNER and CONTRACTOR at the time of issuing the definitive certificate of Substantial Completion as to that part of the Work, unless OWNER and CONTRACTOR shall have otherwise agreed in writing and so informed ENGINEER. OWNER shall have the right to exclude CONTRACTOR from any part of the Work which ENGINEER has so certified to be substantially complete,but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. 14.10.2 In lieu of the issuance of a certificate of Substantial Completion as to part of the Work, OWNER may take over operation of a facility constituting part of the Work whether or GC-42 not it is substantially complete if such facility is functionally and separately useable; provided that prior to any such takeover, OWNER and CONTRACTOR have agreed as to the division of responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, correction period, heat, utilities and insurance with respect to such facility. 14.10.3 No occupancy of part of the Work or taking over of operations of a facility will be accomplished prior to compliance with the requirements of paragraph 5.14 with respect of property insurance. Final Inspection: 14.11 Upon written notice from CONTRACTOR that the Work is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to remedy such deficiencies. Final Application for Payment: 14.12 After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered all maintenance and operating instructions, schedules, guarantees, Bonds, certificates of inspection, marked-up record documents and other documents, all as required by the Contract Documents and after ENGINEER has indicated that the work is acceptable (subject to the provisions of paragraph 14.16), CONTRACTOR may make application for final payment following the procedures for progress payments. The final Application for Payment shall be accompanied by all documentation called for in the Contract Documents and such other data and schedules as ENGINEER may reasonably require, together with complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu thereof and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full; an affidavit of CONTRACTOR that releases and receipts include all labor, services, material and equipment of which a Lien could be filed, and that all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or his property might in any way be responsible, have been paid or otherwise satisfied; and consent of the Surety, if any, to final payment. If any Subcontractor, manufacturer, fabricator, supplier or distributor fails to furnish a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. Final Payment and Acceptance: 14.13 If, on the basis of ENGINEER'S observations of the Work during construction and final inspection, and ENGINEER'S review of the final Application for Payment and accompanying documentation, all as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR has fulfilled all of his obligations under the Contract Documents, ENGINEER will, within ten (10) days after receipt of the final Application for Payment, indicate in writing his recommendation for payment. Thereupon ENGINEER will give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return GC-43 the Application 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. If the application and accompanying documentation are appropriate as to form and substance, OWNER shall, within thirty(30) days after publication of the completion notice for the project,pay CONTRACTOR the amount recommended by ENGINEER, if there are no outstanding claims at that time. 14.14 If, through no fault of CONTRACTOR, final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR'S final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written consent of the Surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. CONTRACTOR'S Continuing Obligation: 14.15 CONTRACTOR'S obligation to perform and complete the Work in accordance with the Contract Documents may be absolute. Neither recommendation of any progress or final payment by ENGINEER, nor the issuance of a certificate of Substantial Completion,nor any payment by OWNER to CONTRACTOR under the Contract Documents, nor any use or occupancy of the Work or any part thereof by OWNER, nor any act of acceptance by OWNER nor any failure to do so, nor the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13, nor any correction of defective Work by OWNER shall constitute an acceptance of Work not in accordance with the Contract Documents or a release of CONTRACTOR'S obligation to perform the Work in accordance with the Contract Documents. Waiver of Claims: 14.16 The making and acceptance of final payment shall constitute: 14.16.1 a waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. END OF ARTICLE 14 GC-44 ARTICLE 15 SUSPENSION OF WORK AND TERMINATION OWNER May Suspend Work: 15.1 OWNER may, at any time and without cause, suspend the Work or any portion thereof for a period of not more than ninety(90) days by notice in writing to CONTRACTOR and ENGINEER which shall fix the date on which Work shall resume. CONTRACTOR will be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to any suspension if he makes a claim therefor provided in Articles 11 and 12. Owner May Terminate: 15.2 Upon the occurrence of any one or more of the following events: 15.2.1 if CONTRACTOR is adjudged in bankrupt or becomes insolvent; 15.2.2 if CONTRACTOR makes a general assignment for the benefit of creditors; 15.2.3 if a trustee or receiver is appointed for CONTRACTOR or for any of CONTRACTOR'S property; 15.2.4 if CONTRACTOR files a petition to take advantage of any debtor's act, or to reorganize under the bankruptcy or similar laws; 15.2.5 if CONTRACTOR repeatedly fails to supply sufficient skilled workmen or suitable materials or equipment; 15.2.6 if CONTRACTOR repeatedly fails to make prompt payments to Subcontractors or for labor, materials or equipment; 15.2.7 if CONTRACTOR disregards laws, ordinances, rules, regulations or orders of any public body having jurisdiction; 15.2.8 if CONTRACTOR disregards the authority of ENGINEER; or 15.2.9 if CONTRACTOR otherwise violates in any substantial way any provision of the Contract Documents, OWNER may after giving CONTRACTOR and his surety seven(7) days written notice, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and all of CONTRACTOR'S tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR(without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored else where, and finish the Work as OWNER may deem expedient. In such case, CONTRACTOR shall not be entitled to receive any further payment GC-45 until the Work is finished. If the unpaid balance of the Contract Price exceeds the direct and indirect costs of completing the Work, including compensation for additional professional services, such excess shall be paid to CONTRACTOR. If such costs exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such costs incurred by OWNER shall be verified by ENGINEER and incorporated in a Change Order,but in finishing the Work, OWNER shall not be required to obtain the lowest figure for the Work performed. 15.3 Where CONTRACTOR'S services have been so terminated by OWNER, the termination shall not affect any right of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4 Upon seven(7) days' written notice to CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy, elect to abandon the Work and terminate the Agreement. In such case, CONTRACTOR shall be paid for all Work executed and any expense sustained plus reasonable termination expenses. CONTRACTOR May Stop Work or Terminate: 15.5 If, through no act or fault of CONTRACTOR, the Work is suspended for a period of more than ninety(90) days by Owner or under an order of court or other public authority, or ENGINEER fails to act on any Application of Payment within thirty(30) days to pay CONTRACTOR any sum finally determined to be due, the CONTRACTOR may,upon seven (7) days written notice to OWNER and ENGINEER, terminate the Agreement and recover from OWNER payment for all Work executed and any expense sustained plus reasonable termination expenses. In addition and in lieu of terminating the Agreement, if ENGINEER has failed to act on an Application for Payment or Owner has failed to make any payment as aforesaid, CONTRACTOR may upon seven (7) days notice to OWNER and ENGINEER stop the Work until Payment of all amounts then due. The provisions of this paragraph shall not relieve CONTRACTOR of his obligations under paragraph 6.29 to carry on the Work in accordance with the progress schedule and without delay during disputes and disagreements with OWNER. END OF ARTICLE 15 GC-46 ARTICLE 17 MISCELLANEOUS Giving Notice: 17.1 Whenever any provision of the Contract Documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail,postage prepaid, to the addresses as shown on the Construction Agreement or to the last business address known to the giver of the notice. The CONTRACTOR, OWNER, or the ENGINEER may change an address for the purpose of this paragraph by giving written notice of such change to the other party in the manner provided in this paragraph. Computation of Time: 17.2 When any period of time is referred to in the Contract Documents by days, it shall be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation. General: 17.3 Should OWNER or CONTRACTOR suffer injury damage to his person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim shall be made in writing to the other party within a reasonable time of the first observance of such injury or damage. 17.4 The duties and obligations imposed by these General Conditions the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed under CONTRACTOR by paragraphs 6.30, 13.1, 13.11, 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, shall be in addition to, and shall not 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 law or contract, by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph shall 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. All representations, warranties and guarantees made in the Contract Documents shall survive final payment and termination or completion of this Agreement. Assignment: 17.5 Neither the Contract Documents nor any rights or duties hereunder may be assigned or delegated to any other person or entity by any party hereto without the express written consent of the other affected parties hereto. END OF ARTICLE 17 GC-47 SECTION 01560 TEMPORARY CONTROLS PART 1 GENERAL 1.1 SECTION INCLUDES A. Water Control B. Dust Control C. Pollution Controls D. Water Service E. Sanitary Facilities 1.2.1 RELATED SECTIONS A. Section 02300—Earthworks B. Section 02324—Trenching and Backfill C. Section 02374—Slope Protection and Erosion Control 1.3 REFERENCES A. Town of Avon Standards B. OSHA—Occupational Safety and Health Act C. Colorado Department of Transportation, 2017 Standard Specifications for Road and Bridge Construction 1.4 SUBMITTALS Not Required 1.5 QUALITY ASSURANCE Not Required PART 2 PRODUCTS Not Required PHASE 2 LIGHTING IMPROVEMENTS TEMPORARY CONTROLS 01560-1 PART 3 EXECUTION 3.1 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage due to construction operations. 3.2 WATER CONTROL A. Grade site to drain. 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. 3.3 DUST CONTROL A. Execute Work by methods to minimize raising dust from construction operations. B. Provide positive means to prevent air-borne dust from dispersing into atmosphere. 3.4 POLLUTION CONTROL A. Provide methods,means,and facilities to prevent contamination of soil,water, and atmosphere from discharge of noxious,toxic substances, and pollutants produced by construction operations. 3.5 WATER SERVICE A. Contractor shall provide all water required for construction purposes. B. Contractor shall provide all drinking water required by construction personnel. 3.6 SANITARY FACILITIES A. Contractor shall provide sanitary facilities 1. As required by laws and regulations 2. Not less than 1 facility B. Contractor shall properly maintain facilities throughout construction. END OF SECTION PHASE 2 LIGHTING IMPROVEMENTS TEMPORARY CONTROLS 01560-2 SECTION 01570 TRAFFIC CONTROLS PART 1 GENERAL 1.1 SECTION INCLUDES A. Construction parking controls. B. Flag persons. C. Flares and lights. D. Haul routes. E. Traffic signs and signals. F. Removal. G. Pavement markings. 1.2 RELATED SECTIONS A. Section 01560—Temporary Controls B. Section 02300-Earthworks C. Section 02740—Asphalt Concrete Paving 1.3.1 REFERENCES A. Colorado Depai triient of Transportation 2017 Standard Specification for Road and Bridge Construction. B. OSHA—Occupational Safety and Health Act 1.4 QUALITY ASSURANCE A. Perform work in accordance with CDOT and Town of Avon Standards. B. Comply with all requirements of OSHA. Safety is the sole responsibility of the Contractor. 1.5 SUBMITTALS A. Contractor will submit a copy of a Construction Zone Traffic Control Plan to the Town of Avon for review and approval no later than twenty one (21) days after the Notice of PHASE 2 LIGHTING IMPROVEMENTS TRAFFIC CONTROLS 01570-1 Award. The Construction Zone Traffic Control Plan shall be prepared by an American Traffic Safety Services Association(ATSSA)certified Worksite Traffic Control Supervisor,or a professional traffic engineer, in conformance with the MUTCD and other applicable standards. This plan must be approved by the Town of Avon prior to any construction activity. Said plan(s)must be signed by the Colorado Professional Engineer, or otherwise certified by the ATSSA Worksite Control Supervisor. PART 2 PRODUCTS 2.1 SIGNS, SIGNALS,AND DEVICES A. Post mounted traffic control and informational signs indicating all businesses are open. B. Traffic cones, Flares and Lights as approved by the Town of Avon. D. Flagpersons as required by the Town of Avon. PART 3 EXECUTION 3.1.1 STREET ACCESS A. The CONTRACTOR shall keep the traveled roadway and walkways open in acceptable condition, as determined by the TOWN,while improvements are made. One lane of roadway must remain open at all times. B. Vehicular and pedestrian traffic shall be maintained on a paved surface at all times, except under special circumstances when approved by the TOWN C. Must provide access to businesses and residences at all times. D. Business owners must be kept aware of traffic control measures. E. Signage indicating alternative routes must be used as necessary. 3.2 CONSTRUCTION PARKING CONTROL A. Control vehicular parking to prevent interference with public traffic and Owner's operations. B. Monitor parking of construction personnel's vehicles and maintain access to and through parking areas. 3.3 FLAG PERSONS,FLARES,AND LIGHTS A. Provide trained and equipped flag persons to regulate traffic when construction operations encroach on public traffic lanes. B. Use flares and lights during low visibility hours to delineate hazardous areas and to guide traffic. PHASE 2 LIGHTING IMPROVEMENTS TRAFFIC CONTROLS 01570-2 3.4 HAUL ROUTES A. Consult with the Town of Avon to establish public thoroughfares to be used for haul routes and site access. B. Provide traffic control at critical areas of haul routes to regulate traffic. 3.5 TRAFFIC SIGNS AND SIGNALS A. Temporary signs will be installed within the limits of contract to guide motorists and pedestrians and provide sufficient warning of construction operations. B. Mounted signs will be installed outside the limits of contract to inform motorists that all businesses are open. These locations will be approved by the Town of Avon. C. All construction and informational signs will be removed by the contractor upon fmal completion of the contract. 3.6 PAVEMENT MARKINGS A. Full compliance final pavement marking shall be placed within two weeks after final surfacing is complete. B. Painted pavement markings shall be of CDOT approved paint. END OF SECTION PHASE 2 LIGHTING IMPROVEMENTS TRAFFIC CONTROLS 01570-3 SECTION 02230 SITE CLEARING PART 1 GENERAL This information is intended to supplement CDOT 2017 Standard Specification Sections 201 through 217 and 306 which are incorporated by reference. In the event that a conflict between any provision of these specifications and any reference specification should arise, the most stringent provision shall apply unless otherwise indicated by the TOWN. 1.1 SECTION INCLUDES A. Clearing, grubbing and site preparation. B. Saw cut and removal of paving. C. Removal and disposal of existing obstructions that are not designated or permitted to remain. 1.2 RELATED SECTIONS A. Section 01560—Temporary Controls B. Section 02300—Earthwork C. Section 02374- Slope Protection and Erosion Control D. Section 02741 —Asphaltic Concrete Paving E. Section 02743—Asphaltic Pavement Rehabilitation F. Section 02751 —Portland Cement Concrete 1.3 REGULATORY REQUIREMENTS A. Comply with Laws and Regulations for environmental requirements, safety, disposal of debris,burning debris on Site, and use of herbicides. B. Coordinate clearing work with Utility Companies. 1.4 SUBMITTALS A. Shop drawings for limits of disturbance barriers and fencing per TOWN requirements. B. Sketch indicating locations of the following: 1. material storage 2. office 3. construction entrance 4. waste receptacles 5. restrooms PHASE 2 LIGHTING IMPROVEMENTS SITE CLEARING 02230-1 C. Construction Dust Control Plan D. Traffic Control Plan PART 2 PRODUCTS A. Not Used PART 3 EXECUTION 3.1 PREPARATION A. Obtain all necessary permits and approvals prior to beginning work. B. Verify that appropriate erosion and sediment controls are in place. 3.2 PROTECTION A. Locate (including depth), identify, and protect utilities that remain from damage. Do not remove or relocate utilities in use until arrangements are made to accommodate continuing service. B. Protect trees,plant growth,and features designated to remain, as final landscaping. C. Protect benchmarks, survey control points, and existing structures from damage or displacement. D. Perform work in a safe and proper manner with appropriate precautions against hazardous conditions. 3.3 CLEARING AND SITE PREPARATION A. Clear areas required for access to Site and execution of Work. B. Clear sites to be occupied by permanent construction of logs, trees, roots, brush, tree trimmings, an other objectionable material and debris. C. Remove trees and shrubs indicated, stumps, and root system to a depth of 12 inches below subgrade and/or bedding. Grub out roots. D. Clean and strip subgrade for fills and embankment of surface vegetation, sod, unsuitable materials, organic topsoil and loose cover material to subgrade surface. E. Branches on trees or shrubs will be removed as required. All trimming will be done by skilled workmen and in accordance with good tree surgery practices. F. Remove stumps and roots to a clear depth of 3 feet below finished grade or subgrade (as applicable). Remove stumps and toots to their full depth within 5 feet of underground structures and utility lines or provide root barrier as indicated on the detail drawings. PHASE 2 LIGHTING IMPROVEMENTS SITE CLEARING 02230-2 3.4 REMOVAL A. Remove excessive debris,rock, and unusable extracted plant life from Site. B. Remove paving as necessary. Neatly saw-cut remaining edges at right angle to surface. C. Materials removed and not designated to be salvaged or incorporated into the work shall become the property of the CONTRACTOR and must be removed by the CONTRACTOR to an appropriate location or approved disposal site. Locating suitable disposal areas shall be the responsibility of the CONTRACTOR. D. Saw cutting of asphalt shall be done to a true line with a vertical face. END OF SECTION PHASE 2 LIGHTING IMPROVEMENTS SITE CLEARING 02230-3 SECTION 02300 EARTHWORK PART 1 GENERAL This information is intended to supplement CDOT 2017 Standard Specification Sections 201 through 215, and 304 which are incorporated by reference. In the event of a conflict between any provision of these specifications and any reference specification should arise, the most stringent provision shall apply unless otherwise indicated by the TOWN. 1.1 SECTION INCLUDES A. Excavation B. Sheeting and Shoring C. Stabilization D. Dewatering E. Construction of fills and embankment F. Preparation of subgrades G. Aggregate base H. Final grading 1.2 RELATED SECTIONS A. Section 01560—Temporary Controls B. Section 02230—Site Clearing C. Section 02374- Slope Protection and Erosion Control D. Section 02584—Manhole and Utility Adjustments E. Section 02742—Asphaltic Concrete Paving F. Section 02751 —Portland Cement Concrete 1.3 REGULATORY REQUIREMENTS A. OSHA-Occupational Safety and Health Act B. Colorado Department of Transportation 2017 Standard Specifications for Road and Bridge Construction. PHASE 2 LIGHTING IMPROVEMENTS EARTHWORK 02300-1 C. Town of Avon Land Use and Development Standard Specifications 1.4 SUBMITTALS A. The CONTRACTOR shall supply the TOWN with samples of fill material at least two week prior to using that material. 1.5 QUALITY ASSURANCE A. In the event that a conflict between any provision of these specifications and any reference specification should arise,the most stringent provision shall apply. B. Compaction Standard: Standard Proctor Density ASTM D698 in accordance with any applicable Subsoil Study C. Perform Work in accordance with CDOT and Town of Avon Standards. D. Comply with all requirements of Occupational Safety and Health Act (OSHA). Safety is the sole responsibility of the CONTRACTOR. PART 2 PRODUCTS 2.1 FILL AND EMBANKMENT MATERIAL A. Materials shall be free from brush, stumps, logs, roots, debris, and organic and other deleterious materials. B. Materials shall be free from rocks greater than eight inches in maximum dimension. C. Materials shall be from approved on-site materials or import material. D. Larger rocks may be allowed only when approved by a Geo-technical Engineer and governing authority. If allowed, distribute rocks and stones through the fill not to interfere with compaction. E. No rocks greater than eight inches shall be placed in the upper eighteen inches of fill or embankment. F. Fill material to be approved by Geo-technical Engineer. 2.2 BASE A. Base Course: CDOT Class 6 Aggregate Base. Crushed, reclaimed concrete or asphalt material shall not be used. 2.3 TOPSOIL A. Approved material acquired from on-site stockpiles or borrow location. B. Material to be free of trash, subsoil, roots, grass, weeds or stones larger than two inches in their largest dimension. PHASE 2 LIGHTING IMPROVEMENTS EARTHWORK 02300-2 2.4 WATER A. It is the CONTRACTOR's responsibility to obtain water from an available source approved by the TOWN. PART 3 EXECUTION 3.1 GENERAL A. Perform work in a safe and proper manner with appropriate precautions against hazardous conditions. B. Provide adequate working space and clearances for work performed within excavations. C. CONTRACTOR will be responsible for scheduling all surveying, quality control, and materials testing required to perform the work. The TOWN may perform quality assurance testing at its discretion and expense as it feels is necessary to ensure compliance with the plans and specifications. These tests are in no way to be construed as a guarantee of the CONTRACTORS contractual obligation. 3.2 EXCAVATION A. Unclassified Excavation: All excavation (other than rock excavating) is considered as unclassified and is defined as removal of all material encountered,regardless of soil type. B. Areas shall be excavated to the lines and grades indicated on the drawings. C. Perform excavation in a manner to provide proper and adequate drainage of surface and ground water from work areas. D. All unsuitable materials, including rock and boulders, that cannot be used in walls, backfill, and embankments shall be disposed of off site. E. Excavation shall provide adequate working space and clearances for the work to be performed. In no case shall excavation faces be undercut. F. Subgrade surface shall be clean and free of loose material of any kind when base or concrete is placed thereon. G. If, through error, trenches or excavation are carried deeper than required, fill excess depth with compacted Class 6 base or concrete, as directed by Geotechnical Engineer. H. If debris, soft spots or excessively moist areas are found at the bottom of any excavation, immediately report condition to the Geotechnical Engineer. 3.3 DEWATERING A. This work shall be considered incidental to completion of the project and shall be performed by and at the expense of the CONTRACTOR. PHASE 2 LIGHTING IMPROVEMENTS EARTHWORK 02300-3 B. Each excavation shall be kept dry during subgrade preparation and continually thereafter until the structure to be built, the excavation backfilled, or the pipe to be installed therein, is completed to the extent that no damage from hydrostatic pressure,flotation, or other cause will result. C. All excavations for concrete structures or trenches that extend down to or below groundwater shall be dewatered by lowering and keeping the ground water level beneath such excavations. D. CONTRACTOR shall be responsible for the condition of any pipe or conduit which he may use for drainage purposes, and all such pipe or conduit shall be left clean and free of sediment. E. Surface water shall be diverted or otherwise prevented from entering excavated areas or trenches to the greatest degree practicable without causing damage to the adjacent property. 3.4 SHEETING AND SHORING A. Provide proper and substantial sheeting, shoring, and bracing, as required, to prevent caving or sliding,to protect workmen and existing structures. B. Safety is the sole responsibility of CONTRACTOR. 3.5 STABILIZATION A. Thoroughly compact and consolidated subgrade for roads, walks, structures and trench bottoms so they remain firm and dense during required construction activities. B. Remove all mud,muck and organic materials during excavation. C. Subgrades which are otherwise solid, but which become soft or mucky on top due to construction operations, shall be reinforced with crushed rock or gravel. D. Stabilized subgrade shall not be above subgrade elevations indicated on the drawings. E. Stabilization work shall be performed by and at the expense of the CONTRACTOR. 3.6 FILLS AND EMBANKMENT A. Fills shall be constructed to lines and grades indicated on the drawings. B. Backfilling and construction of fills and embankments during freezing weather shall not be done except by permission of the Geotechnical Engineer. No backfill, fill , or embankment materials shall be installed on frozen surfaces, nor shall frozen materials, snow or ice be placed in any backfill, fill or embankment. C. All fill material shall be placed in approximately horizontal layers not to exceed 8 inches in uncompacted thickness. Deeper lifts may be allowed by a Geotechnical Engineer based on fill material and compaction equipment or when more than two feet below finished subgrade surface and excavation is predominantly rock. D. Materials deposited in piles or windrows by excavating and hauling equipment shall be spread and leveled before compaction. PHASE 2 LIGHTING IMPROVEMENTS EARTHWORK 02300-4 E. Compact each layer only when material has best practicable uniform moisture content for satisfactory compaction. Geotechnical Engineer to provide best practicable moisture content specifications based on fill material. F. CONTRACTOR shall add water and harrow, disc, blade, or otherwise work the material in each layer as required to insure uniform moisture content and adequate compaction. G. Unless otherwise directed by the Geotechnical Engineer, each layer shall be thoroughly compacted by rolling or other acceptable methods to the required minimum percentage of maximum dry densities as determined by ASTM D698. The moisture content of the material during compaction shall be within 2 percent of optimum moisture, also as determined by ASTM D698. H. If the material fails to meet the density or moisture content requirements, the material shall be removed and/or recompacted to obtain the specified density and moisture required. I. No materials shall be placed on any part of the fills until such areas have been inspected and approved by the Geotechnical Engineer. J. CONTRACTOR is responsible for scheduling compaction testing. K. Independent compaction testing may be done periodically at intervals deemed appropriate by the TOWN. These tests are intended to provide the TOWN a greater degree of assurance that the CONTRACTOR is complying with the compaction requirements. These tests are in no way to be construed as a guarantee by the TOWN of the CONTRACTOR's contractual obligation. L. No backfill shall be deposited or compacted in water per the subsoil study. M. Fill, backfill and subgrades shall be compacted to the following minimum percentage of maximum dry density as determined by ASTM D698: D698 a. Below structure foundations 95% b. Below Road, Pavement, Walk, Slab-on-Grade, 95% Adjacent to Foundation Walls c. Within ROW(not beneath Road,Walk, etc) 90% d. Utility Trenches(not beneath Road,Walk, etc) 90% e. Landscaped area and other Locations(non-struc.) 90% f. Fills deeper than 8 feet 95% N. Place backfill material evenly on all sides of structures to required elevations. Place backfill uniformly along the full length of each structure. O. Prior to fill placement the subgrade should be scarified to a depth of 8 inches, adjusted to within 2% of optimum moisture and compacted to at least 95% of standard Proctor density. In soft or wet areas, the subgrade may require drying or stabilization prior to fill placement. A geogrid and/or sub excavation and replacement with aggregate base soils may be needed for the stabilization. The subgrade should be proof rolled. Areas that deflect excessively should be corrected before placing pavement materials. The subgrade improvements and placement and compaction of base and asphalt materials should be monitored on a regular basis by a representative of the geotechnical engineer per PHASE 2 LIGHTING IMPROVEMENTS EARTHWORK 02300-5 the Subsoil Study for Pavement Section Thickness Design Proposed Improvements to Stone Bridge and Eaglebend Drives. 3.7 FINAL GRADING A. After completion of all subsurface work and backfilling, surfaces shall be brought to grade at the indicated elevations, slopes, and contours. B. All cuts, fills, embankments, and other areas which have been disturbed by construction operations shall be surfaced with topsoil to a depth of at least 4 inches. C. Use of power equipment will be permitted for final grading provided the result is uniform and equivalent to hand work. D. All surfaces shall be graded to secure effective drainage. E. Unless otherwise indicated, a minimum slope of 2% shall be provided and maximum slope shall not exceed 2 feet horizontal to 1 foot vertical. F. Final grading and surfacing shall be smooth, even and free from clods and stones larger than two inches in greatest dimension,weeds,brush, and other debris. 3.8 SETTLEMENT A. The CONTRACTOR shall be responsible for all settlement of backfill, fills, and embankments which may occur within one year from final completion of Work. B. Fills and backfills that settle or erode under these specifications, and pavement, structures, and other facilities damaged by such settlement or erosion shall be repaired by the CONTRACTOR at no additional cost to the TOWN. C. Repair or replace any areas of settlement within thirty(30)days after notice by TOWN. 3.9 FIELD QUALITY CONTROL A. Each subgrade and/or each backfill layer shall be tested for required density. CONTRACTOR shall not proceed until the test results for previously completed work verify compliance with requirements. B. Field in-place density tests may also be performed by the nuclear method in accordance to ASTM D2922. Moisture content shall be tested in accordance with ASTM D3017. C. Fills and Embankments: For each compacted layer perform two field in-place density tests for each 500 linear feet or for each 6000 square feet whichever is more frequent. D. Base Course: For each compacted lift perform two field in-place density tests for each 500 linear feet or for each 6000 square feet whichever is more frequent. E. Trench Backfill: For each lift, perform one field in-place density test for each cross trench and one test for each 250 linear feet for trenches parallel to roadway. PHASE 2 LIGHTING IMPROVEMENTS EARTHWORK 02300-6 F. When compaction reports indicated that the subgrade or backfill is below the required density, scarify and moisten or aerate, or remove and replace soil to the depth required,re-compact and retest until required density is obtained. G. If the results of the testing of the contractors work are satisfactory, the Geotechnical Engineer may reduce the frequency of tests. END OF SECTION PHASE 2 LIGHTING IMPROVEMENTS EARTHWORK 02300-7 SECTION 02374 SLOPE PROTECTION AND EROSION CONTROL PART 1 GENERAL This information is intended to supplement CDOT 2017 Standard Specification Sections 208, 209, 420, 506 and 507, which are incorporated by reference. In the event that a conflict between any provision of these specifications and any reference specification should arise,the most stringent provision shall apply. 1.1 SECTION INCLUDES A. Erosion and Sediment Controls 1.2 RELATED SECTIONS A. Section 02230—Site Clearing B. Section 02300—Earthwork 1.3 REGULATORY REQUIREMENTS A. OSHA—Occupational Safety and Health Act B. Colorado Department of Transportation 2017 Standard Specifications for Road and Bridge Construction and permit requirements. C. Dewatering Plans and Permits,if required. D. Town of Avon Standards 1.4 SUBMITTALS A. Laboratory and field test results and/or manufacturer's certification that mulch, straw logs, soil retention blankets and/or geotextile fabrics meet the material requirements in the drawings and specifications. B. Manufacturer's warranty for soil retention blankets and/or erosion control fabrics. 1.5 QUALITY ASSURANCE A. CONTRACTOR shall coordinate, provide, install, inspect, adjust and repair erosion and sediment controls in accordance with the drawings for duration of the project. B. CONTRACTOR shall inspect sediment and erosion controls weekly and after every precipitation event. CONTRACTOR shall document inspection and make reports available upon request. Accumulated sediment and debris shall be removed from sediment and erosion controls when the sediment level reaches half the sediment and erosion control heights or, anytime that the sediment and erosion control functionality is adversely impacted. All necessary maintenance and repair shall be completed within 48 hours of identification, unless otherwise agreed upon. PHASE 2 LIGHTING IMPROVEMENTS SLOPE PROTECTION&EROSION CONTROL 02374-1 C. CONTRACTOR shall remove temporary erosion and sediment controls as required by the TOWN after final stabilization. PART 2 PRODUCTS 2.1 SILT FENCE: Select silt fence in accordance with details shown in drawings. 2.2 MULCH, LOGS AND BALES A. Straw shall consist of straw of oats, barley, wheat or rye that does not contain noxious weed seed. B. Old, dry straw that breaks instead of bending during the crimping process will not be accepted as mulch. C. Hay shall consist of good, clean field or marsh hay that does not contain noxious weed seed. D. Straw or hay in such an advanced state of decomposition as to smother or retard the normal growth of grass will not be accepted as mulch. E. "Straw Logs" shall be a minimum of 12" in diameter and the appropriate length for the intended application. They shall be porous and shall consist of interlocking excelsior fibers (80%, 6"min. long)wrapped in a heavy duty,U.V. stabilized,photodegradable polyester net. 2.3 SOIL RETENTION BLANKETS A. Temporary or permanent erosion fabrics suited to the intended application as demonstrated by shear stress analysis approved by the ENGINEER. B. Geotextile Fabric: CDOT Class A (in accordance with section 712 requirements for geotextiles for erosion control) PART 3 EXECUTION 3.1 PREPARATION A. Obtain all necessary permits and approvals prior to beginning work. B. Conform to the approved construction staging plan. C. Maintain excavations free of water. Conform to the requirements of dewatering permits. D. Place temporary storm water management and erosion controls in advance of other site disturbing activities, including safety fencing and clearing, and concurrent with excavation and grading operations. a. Direct surface runoff away from disturbed areas and existing and planned improvements. b. Maintain excavations free of water. c. Place silt fence before conducting any other site disturbing activities. d. Place construction entrances at all intersections where construction traffic will enter and exit disturbed areas to existing pavement. PHASE 2 LIGHTING IMPROVEMENTS SLOPE PROTECTION&EROSION CONTROL 02374-2 e. The location of temporary erosion controls and stormwater conveyance channels may be modified as needed or directed to optimize their efficiency under given site conditions. f. Remove temporary controls after disturbed areas are finally stabilized. E. CONTRACTOR shall control dust caused by his operators. The cost of dust suppression is considered incidental to the work. It will not be paid for separately. Dust control shall extend beyond the construction limits to include streets, walks, drives and parking adjacent to and entering and/or exiting the site. Cleanup of mud and dirt on these adjacent facilities shall be provided by the CONTRACTOR as necessary at his expense. 3.2 EROSION AND SEDIMENT CONTROL A. Erosion controls shall be installed to the extent possible prior to the start of construction. B. Silt fence shall be installed at the downstream limit of grading, around stockpile areas, and to protect riparian areas, irrigation ditches and streams, prior to any other ground disturbing activities. C. Construction entrance(s) shall be installed on site concurrent with construction activities/grading operations as necessary to avoid tracking dirt onto driveways, parking areas and public streets. D. "Straw logs"/wattles shall be installed as inlet protection, in temporary conveyance channels, drainage swales,and at culvert outfalls concurrent with the installation of such improvements. E. Plan and execute construction by methods to control and direct surface drainage away from existing improvements, cuts and fills, borrow stockpiles, sanitary facilities and waste disposal areas. Prevent erosion and sedimentation to the extent practical. F. Minimize amount of bare soil exposed at one time. G. Provide temporary measures such as berms, dykes, channels and drains to minimize water flow over disturbed ground. H. Construct fills and waste areas by selective placement to avoid erosive surface silts or clays. I. Inspect and maintain erosion controls to detect evidence of erosion and sedimentation weekly; promptly apply corrective measures. J. Erosion Controls shall be inspected and repaired as necessary after each major storm. K. Remove accumulated sediment from behind silt fence and"straw logs"when it accumulates to 1/2 the exposed geotextile or"straw log"height. Sediment may be used in or on embankments, provided it meets the requirements of Section 02300, otherwise it shall be removed from the site for disposal in accordance with Section 02300. L. CONTRACTOR shall design and implement erosion and sediment control measures for correcting conditions that were not anticipated during the design or for emergency situations that develop during construction. PHASE 2 LIGHTING IMPROVEMENTS SLOPE PROTECTION&EROSION CONTROL 02374-3 3.3 TEMPORARY RE-VEGETATION A. Temporary re-vegetation is required on stockpiles that will be in place for 60 days or more. Such stockpiles shall be seeded and mulched within 14 days of construction. All disturbed areas that will be exposed for one year or longer (or over winter) before final stabilization shall also be temporarily re-vegetated. B. Temporary vegetation shall be accomplished via seed and mulch. Seed shall be an annual grass appropriate for the area and the time of planting. Mulch shall be at least 1" thick hay or straw mulch anchored to the slope by crimping or an approved, spray on tackifier. 3.4 FINAL STABILIZATION A. All disturbed areas shall be enclosed, paved or re-vegetated in accordance with the drawings or general notes. B. The CONTRACTOR shall remove temporary erosion and sediment controls after permanent erosion controls are in place and the site is finally stabilized, i.e. surfaced and vegetation re- established to 70% of pre-disturbance levels in landscaped areas (as directed by the Engineer or the jurisdictional authority). END OF SECTION PHASE 2 LIGHTING IMPROVEMENTS SLOPE PROTECTION&EROSION CONTROL 02374-4 SECTION 02741 ASPHALTIC CONCRETE PAVING PART 1 GENERAL This information is intended to supplement CDOT 2017 Standard Specification Sections 105, 106,401,403,407,411, 608, 702 and 703 which are incorporated by reference. In the event that a conflict between any provision of these specifications and any reference specification should arise,the most stringent provision shall apply unless otherwise indicated by the TOWN. 1.1 SECTION INCLUDES A. Asphaltic Concrete Pavement 1.2 RELATED SECTIONS A. Section 02110—Site Clearing B. Section 02300—Earthwork C. Section 02751 —Portland Cement Concrete 1.3 REFERENCES A. OSHA-Occupational Safety and Health Act B. Colorado Department of Transportation 2017 Standard Specifications for Road and Bridge Construction. C. Town of Avon Land Use and Development Standard Specifications 1.4 SUBMITTALS A. Gradation Curve for backfill and bedding material, if required by Geotechnical Engineer. B. Approved Construction Staging and Traffic Control Plans. C. ASTM D422, Standard Test Method for Particle-Size Analysis of Soils shall be submitted for sub-base and base course materials. D. The Contractor shall submit samples of all materials proposed for use on the project to a materials testing laboratory approved by the Engineer at least two weeks prior to any paving operations. E. The testing laboratory, at the Contractor's expense, shall establish a job mix formula according to ASTM D1559. PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE PAVING 02741-1 F. The testing laboratory shall submit to the engineer two copies of a report containing all test data, graphs, tables, and charts used to establish the job mix formula. The report shall bear the seal and signature of a Professional Engineer licensed in the State of Colorado and competent in asphalt mixture design. G. Mix design shall be wholly within the CDOT Master Range Table before tolerances are applied. 1.5 QUALITY ASSURANCE A. Mixing Plant: Conform to CDOT standard. B. In the event that a conflict between any provision of these specifications and any reference specification should arise,the most stringent provision shall apply. C. Perform work in accordance with CDOT and Town of Avon Standard Specifications and Details. D. Obtain materials from same source throughout. E. Asphalt will not be placed when ambient air or base surface temperature is less than 50 degrees F or surface is wet or frozen. F. Place bitumen mixture when temperature is not more than 15 degrees F below bitumen supplier's bill of lading and not more than maximum specified temperature. G. All materials used shall meet all quality requirements of the Contract. The CONTRACTOR shall comply with the requirements of the special notice to contractors contained in the CDOT Field Materials Manual, including notifying the TOWN and/or ENGINEER of the proposed sources of materials at least two weeks prior to delivery. H. Contractor shall provide adequate notice, cooperate with, provide access to work, obtain samples and assist Test Agency and their representatives in execution of their function. 1.6 JOB CONDITIONS A. Weather protection, temporary heating, snow removal, runoff and erosion controls, etc. shall be the CONTRACTOR's responsibility. B. The CONTRACTOR shall coordinate with the TOWN when weather conditions or temperatures approach conditions for shut down of any portion of the work in accordance with the requirements of these specifications. PART 2 PRODUCTS 2.1 MATERIAL A. Hot Mix Asphalt: Hot Mix Asphalt shall be an approved design consisting of a mixture of filler, if required,Aggregate (Grading SX as defined in CDOT 703.04)and PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE PAVING 02741-2 superpave performance binder (PG 58-28 conforming to the requirements of CDOT 702.01). B. Use dry materials to avoid foaming. C. Traffic Control Devices and Signs: MUTCD, CDOT and Town of Avon Standards. 2.2 STERILANT A. CDOT approved sterilant 2.3 TACK COAT A. Tack Coat: Emulsified Asphalt Tack Coat conforming to CDOT 702.03. PART 3 EXECUTION 3.1 PREPARATION A. Neatly saw cut and remove existing pavement section (including base and sub-base) along the lines shown on the drawings or approved in the field by the TOWN. CONTRACTOR shall take care to ensure that adjacent pavement is not disturbed or damaged. B. Excavated pavement shall be removed and disposed of off-site in accordance with all applicable laws and jurisdictional requirements. C. Protect existing pavement to remain from damage by movement of construction equipment or other work. Planking, mats or other appropriate means of protection shall be used as needed. Damaged pavement shall be replaced or repaired as designated by the TOWN at the CONTRACTOR's expense. D. If bituminous pavement is not replaced in existing streets within 24 hours of completion of backfill, the CONTRACTOR shall place additional base, level with the existing asphalt surface. CONTRACTOR shall maintain the travel way smooth, dust free, and free of soft spots. CONTRACTOR shall remove and properly dispose of the additional base course just prior to pavement replacement. E. Verify subgrade and base conditions under provisions of Section 02300. F. Identify all manholes, valve boxes, vaults, and other structures that must be adjusted to finished grade elevation. G. Ensure all drainage structures are at proper elevation relative to finished road/path surface. H. Place temporary traffic controls in accordance with the approved traffic control plan and as required to conform with the requirements of the MUTCD and local standards and regulations. PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE PAVING 02741-3 3.2 TACK COAT A. Remove loose material before applying tack coat. B. Emulsified Asphalt Tack Coat shall be applied between lifts of Hot Mix Asphalt. C. Clean surfaces of existing pavement edges adjacent to new pavement to permit adhesion of tack coat. D. Surface shall be dry and weather conditions appropriate for placement of the tack coat. E. Apply to contact surfaces of previously constructed asphaltic concrete and/or Portland cement concrete surfaces. F. Apply evenly at rate of 0.05 to 0.15 gal/sq.yd of surface. G. Take care in applying tack so as not to coat surfaces which will not be covered with asphalt. H. Apply tack coat by brush to contact surfaces of curbs, gutters, manholes, and other structures projecting into or abutting asphaltic concrete pavement. I. Exposed surfaces that are coated or spilled on in error will be thoroughly cleaned or removed and replaced, as required, at the Contractor's expense. J. Allow surfaces to dry until material is at the appropriate condition of tackiness to receive pavement. K. Where the Engineer has determined that asphaltic concrete pavement will adhere to surface without a tack coat,the tack coat may be eliminated. L. Traffic shall not be allowed on the freshly applied material. 3.3 ASPHALTIC CONCRETE A. Existing pavement surfaces will be swept with a power broom to remove all loose material prior to any paving operations. B. Mix, place and compact asphaltic concrete pavements in accordance with CDOT standard specifications. C. Placement of the hot mix asphalt should be accomplished with a self propelled paver, where possible. Where pavers cannot be used a spreader box, attached to a dump truck may be used. Minimum paver width is ten feet. For widths less than ten feet cutoff shoes may be placed in the screed to reduce the width of paving. D. Pavement shall be compacted to a density of 92 to 96 percent of the maximum theoretical density, determined according to CP 51. Field density determinations will be made in accordance with CP 44 or 81. E. Do not place asphalt on frozen,muddy or saturated base or into standing water. PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE PAVING 02741-4 F. Do not place asphalt during rain, sleet or snowfall. G. Maximum compacted lift thickness, 3 inches. Minimum lift thickness,2 inches. H. Asphalt shall be compacted by rolling. Both steel wheel and pneumatic tire rollers will be required. The number, weight, and type of rollers furnished shall be sufficient to obtain the required density while the mixture is in a workable condition. I. Compaction shall begin immediately after the mixture is placed and be continuous until the required density is obtained. When the mixture contains unmodified asphalt cement (PG 58-28 or PG 64-22) or modified (PG 58-34) and the surface temperature falls below 185°F, further compaction effort shall not be applied unless approved. If the mixture contains modified asphalt cement(PG 76-28 or PG 64-28) and the surface temperature falls below 230°F, further compaction effort shall not be applied unless approved. J. Use paving machines meeting CDOT requirements. K. Wherever possible,blend in edges of cut areas. L. Application methods resulting in discoloration of concrete structures, curbs and gutters will not be permitted. M. Maintain proper tire pressure to preclude ruts and ridges in the surface to be paved. Visible roller marks are cause for rejection. N. Place asphaltic concrete in continuous operations as practicable. O. Compact pavement by rolling to specified density. Do not displace or extrude pavement from position. Compact using mechanical tampers in areas inaccessible to rolling equipment.Visible tamper marks are cause for rejection. P. Spread,tamp, and finish mixture using hand tools in areas where machine spreading is not possible, as acceptable to Geotechnical Engineer. Visible tool marks or other indentations are cause for rejection. Q. Perform rolling in consecutive passes to achieve even and smooth finish, without roller marks. R. Joint construction should be carefully done to ensure a uniform mat. S. Longitudinal joints should be constructed with a vertical face or a step taper. The step taper should be constructed with a 1.5" vertical face at the surface, tapered at a 3:1 slope from this point to the subgrade. Prior to placing the adjoining mat, the joint should be tack-coated. T. Construct transverse joints at right angles to centerline when operations are suspended long enough for mixture to chill. U. Construct joints to have same texture, density, and smoothness as adjacent sections of asphaltic concrete. PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE PAVING 02741-5 V. Offset transverse joints in succeeding courses not less than twenty-four inches. W. Cut back edge of previously placed course to expose an even, vertical surface of the full course thickness. X. The variation between any two contacts with the pavement surface shall not exceed 3/16" in 10 feet. Irregularities exceeding the specified tolerance shall be corrected at the contractor's expense. Y. Do not permit traffic on freshly compacted asphaltic concrete pavements for a minimum of 24 hours unless otherwise approved by the TOWN. 3.4 FIELD QUALITY CONTROL A. Mix design shall be field verified prior to or during each day's productions. One asphalt content test and one gradation test shall be conducted per day. B. Sampling and testing of Hot Mix Asphalt shall be in accordance with CDOT 106.05. C. Sampling and testing will be done in accordance with the CDOT minimum sampling, testing, and inspection schedule; the special notice to contractors; and the Colorado procedures; all contained in the CDOT Field Materials Manual. D. In-Place Density testing shall be completed at a minimum frequency of 1 test per 500 tons of asphalt. E. Maintain records of test results. Record date, location of test, air temperature, test type and/or samples taken and test results. F. If the ENGINEER finds the materials furnished, work performed, or the finished product does not conform with the Contract but that reasonably acceptable work has been produced, the ENGINEER will determine the extent the work will be accepted and remain in place following CDOT 105.03, 105.04 and 105.05 3.5 TRAFFIC CONTROL DEVICES A. Place permanent signs and pavement markings in accordance with the plans and detail drawings. END OF SECTION PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE PAVING 02741-6 SECTION 02743 ASPHALTIC PAVEMENT REHABILITATION PART 1 GENERAL This information is intended to supplement CDOT 2017 Standard Specification Sections 408, 420, 702 and 712 which are incorporated by reference.In the event that a conflict between any provision of these specifications and any reference specification should arise,the most stringent provision shall apply unless otherwise indicated by the TOWN. 1.1 SECTION INCLUDES A. Crack Sealing B. Full Depth Hot Mix Asphalt Patching C. Pavement Reinforcement Fabric 1.2 RELATED SECTIONS A. Section 02110—Site Clearing B. Section 02300—Earthwork C. Section 02741 —Asphaltic Concrete Pavement D. Section 02751 —Portland Cement Concrete 1.3 REFERENCES A. OSHA-Occupational Safety and Health Act B. Colorado Department of Transportation 2017 Standard Specifications for Road and Bridge Construction. C. Town of Avon Land Use and Development Standard Specifications 1.4 SUBMITTALS A. The Contractor shall submit samples of all materials proposed for use on the project to materials testing laboratory approved by the Engineer at least two weeks prior to any paving operations. B. Mix design shall be wholly within the CDOT Master Range Table before tolerances are applied. PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE REHABILITATION 02743-1 1.5 QUALITY ASSURANCE A. In the event that a conflict between any provision of these specifications and any reference specification should arise,the most stringent provision shall apply. B. Using a mixture of different manufacturer's brands or different types of sealant is prohibited C. Perform work in accordance with CDOT and Town of Avon Standard Specifications and Details. D. Obtain materials from same source throughout. E. Asphalt will not be placed when ambient air or base surface temperature is less than 50 degrees F or surface is wet or frozen. F. Geosynthetics damaged or displaced before or during placement of overlaying layers shall be replaced or repaired to the satisfaction of the TOWN, at the CONTRACTOR's expense G. Materials shall be stored and handled in accordance with the manufacturer's recommendations. 1.6 JOB CONDITIONS A. Weather protection, temporary heating, snow removal, runoff and erosion controls, etc. shall be the CONTRACTOR's responsibility. B. The CONTRACTOR shall coordinate with the TOWN when weather conditions or temperatures approach conditions for shut down of any portion of the work in accordance with the requirements of these specifications. PART 2 PRODUCTS 2.1 HOT POURED JOINT MATERIAL A. Hot poured material for filling joints and cracks shall conform to the requirements of ASTM D 6690, Type I or II. ASTM D 1985 mortar blocks shall be used for concrete bond test. ASTM D 6690 material must pass asphalt compatibility test 9, ASTM 5329. 2.2 SEALANT MATERIAL A. Sealant material shall be supplied preblended, prereacted, and prepackaged. If supplied in solid form, the sealant material shall be cast in a plastic or other dissolvable liner having the capability of becoming part of the crack sealing liquid. B. The sealant must be delivered in the manufacturer's original sealed container. Each container shall be legibly marked with the manufacturer's name,the trade name of the sealer, the manufacturer's batch or lot number, the application temperature range, the recommended application temperature and safe heating temperature. PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE REHABILITATION 02743-2 2.3 HOT MIX ASPHALT A. Hot Mix Asphalt: Hot Mix Asphalt shall be an approved design consisting of a mixture of filler, if required, Aggregate (Grading SX as defined in CDOT 703.04)and a superpave performance binder (PG 58-28 conforming to the requirements of CDOT 702.01). 2.4 PAVEMENT REINFORCEMENT FABRIC A. Paving geotextile shall be of the strip membrane interlayer type with non-woven, synthetic fibers; resistant to chemical attack, mildew and rot; and shall conform to the physical requirements of Table 712-6 of subsection 712.08 of the Colorado Department of Transportation 2005 Standard Specifications for Road and Bridge Construction. B. Self-adhesive pavement reinforcing fabric with rubberized asphalt adhesive membrane on the bottom and top-coated with an asphalt tack sheet may be used. C. Petrotac or approved equal. 2.5 TACK COAT A. Tack Coat: Emulsified Asphalt Tack Coat conforming to CDOT 702.03. 2.6 ASPHALT CEMENT BINDER A. Asphalt cement binder for pavement reinforcement fabric shall be the same grade as the asphalt cement used in Section 02741,if required. 2.7 PRIMER A. Primer shall be furnished as specified by the fabric manufacturer,if required. PART 3 EXECUTION 3.1 GENERAL A. Cracks with a width greater than 1/4"or in areas that were previously milled 2"deep. 1. Roto-mill to a depth of 2"by 16"wide(8"each side of crack). 2. Apply a tack coat to the uncovered milled surfaces. 3. Place Hot Mix Asphalt patch up to finished grade of existing surface according to Section 02741. B. Cracks with a width greater than 3/4" 1. Roto-mill (stepped)to a depth of 4"by 16"wide and 2"by 40" (20" each side of crack). 2. Apply a tack coat to the uncovered milled surfaces. 3. Place Hot Mix Asphalt patch up to finished grade of existing surface according to Section 02741. PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE REHABILITATION 02743-3 C. Potholes, squalls, alligator cracking, high-density multiple cracking, poor sub-base drainage or structural damage are to be repaired by milling to a depth approved by Engineer to remove damage and patched with Hot Mix Asphalt. D. Full Depth Hot Mix Asphalt Patching may be used to repair areas that are determined by the Engineer to be damaged beyond the repair capabilities of the methods described above. E. Incidental materials recommended by the manufacturer for proper pavement reinforcement fabric installation, such as primer and tack coat shall be furnished and used in accordance with the manufacturer's recommendations. 3.2 CRACK SEALING A. Immediately before applying hot poured joint and crack sealant, the cracks shall be cleaned of loose and foreign matter to a depth approximately twice the crack width. B. Cleaning shall be performed using a hot compressed air lance. This lance shall be used to dry and warm the adjacent asphalt immediately prior to sealing. Direct flame dryers shall not be used. C. Cracks shall be filled with hot poured joint and crack sealant flush with the pavement surface. Immediately following the filling of the crack, excess sealant shall be leveled off at the wearing surface by squeegee, a shoe attached to the applicator wand, or other suitable means approved by the TOWN. The squeegeed material shall be centered on the cracks and shall not exceed 3 inches in width or 1/16 inch in depth. D. The sealant material shall be heated and applied according to the manufacturer's recommendations. The equipment for heating the material shall be an indirect heating type double boiler using oil or other heat transfer medium and shall be capable of constant agitation. The heating equipment shall be capable of controlling the sealant material temperature within the manufacturer's recommended temperature range and shall be equipped with a calibrated thermometer capable of+/- 5° F accuracy from 200 to 600° F. This thermometer shall be located so the TOWN can safely check the temperature of the sealant material. Overheating of the sealant material will not be permitted. E. The face of the crack shall be surface dry and the air and pavement temperatures shall both be at least 40° F and rising at the time of sealant application. F. Sealant material picked up or pulled out after being placed shall be replaced at the CONTRACTOR's expense. The CONTRACTOR shall have blotter material available on the project in the event it is required to prevent tracking or pulling. If required, blotter material shall be approved by the TOWN and placed at the CONTRACTOR's expense. 3.3 FULL DEPTH HOT MIX ASPHALT PATCHING A. With a pavement saw or pneumatic hammer, cut the outline of the patch, extending at least one foot outside of the distressed area. The outline should be square or rectangular with two sides at right angles to the direction of traffic. PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE REHABILITATION 02743-4 B. Excavate as much pavement including sub grade, as necessary to reach firm support. Patch foundation should be as strong or stronger than that of the original pavement area. The faces of the excavation should be straight and vertical. C. Trim and compact sub grade in accordance with Section 02300. D. Apply a tack coat to the vertical faces of the excavation. E. Backfill and place full depth hot mix asphalt patching in accordance with Section 02741. 3.4 PAVEMENT REINFORCEMENT FABRIC A. Pavement reinforcement fabric shall be installed in accordance with the manufacturer's recommendations(See Appendix A—Petrotac Installation Guide). B. Pavement reinforcement fabric shall be installed over repaired pavement cracks, full depth hot mix asphalt patches and other pavement distressed areas prior to placement of asphalt overlay as directed by the TOWN. C. The pavement surface shall be broomed clean immediately prior to placing pavement reinforcement fabric using a self-propelled power broom. D. The pavement surface shall be cleaned of dirt and other foreign materials. The surface shall be completely dry,with no lingering moisture around pavement cracks. E. Cracks shall be filled in accordance with this Section. F. When self-adhesive fabric is applied, an asphalt cement binder will not be necessary. When self-adhesive fabric is applied to a milled surface, thoroughly clean the pavement of all dust and debris. G. When required by the manufacturer of self-adhesive fabric, a primer shall be furnished and placed on the prepared pavement as specified by the pavement reinforcement fabric manufacturer. H. Use asphalt cement binder to bond non-self-adhesive fabric to the pavement and apply at a rate of approximately 0.25 gallon per square yard. The exact application rate shall be as recommended by the fabric manufacturer and at a temperature of 300 to 350° F. Fabric shall be applied, in accordance with manufacturer's recommendations, immediately after the application of asphalt cement binder. I. For self-adhesive reinforcement fabric,remove the release liner of the fabric and place the adhesive side to the pavement. J. Place non-self-adhesive reinforcement fabric a minimum of 24 hours in advance of paving operations, if possible,to ensure proper adhesion of the fabric to the pavement. K. Install the fabric so that it is smooth, free of wrinkles with no uplifted edges. Provide a minimum of 5-inch overlap on all sides of the repair area. Center the material over the repair area within a 2-inch tolerance. When placed full width, use a mechanical PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE REHABILITATION 02743-5 device approved by the manufacturer and the TOWN to place the fabric on the pavement. L. Immediately after the fabric is placed on the pavement, ensure that the fabric is in total contact with the underlying pavement. Roll the material with a static drum or pneumatic roller to ensure adequate adhesion to the pavement surface. M. Any fabric with loose edges, corners or other improperly bounded areas shall be replaced at the expense of the CONTRACTOR prior to overlay or opening the fabric section to traffic. N. If more than one strip is required to cover the repair area, the strips shall be overlapped at least 4 inches in the direction of the paving operation. O. Fabric, which is damaged due to the CONTRACTOR's operations, shall be removed and replaced at the CONTRACTOR's expense. P. The installed fabric shall be approved by the TOWN prior to paving operations. Q. Traffic shall be kept off fabric until the overlay has been placed. 3.5 FIELD QUALITY CONTROL A. The CONTRACTOR shall make arrangements with the geotextile supplier to have a technician, skilled in this paving geotextile work,present at the project site during this work to give any technical assistance needed. B. Maintain records of test results. Record date, location of test, air temperature, test type and/or samples taken and test results. C. If the ENGINEER finds the materials furnished, work performed, or the finished product does not conform with the Contract but that reasonably acceptable work has been produced, the ENGINEER will determine the extent the work will be accepted and remain in place following CDOT 105.03, 105.04 and 105.05 3.6 TRAFFIC CONTROL DEVICES A. Place permanent signs and pavement markings in accordance with the plans and detail drawings. END OF SECTION PHASE 2 LIGHTING IMPROVEMENTS ASPHALTIC CONCRETE REHABILITATION 02743-6 SECTION 02751 PORTLAND CEMENT CONCRETE This information is intended to supplement CDOT 2017 Standard Specification Sections 304, 412, 608, 701, 703, 705, 709, 711, and 712 which are incorporated by reference. In the event that a conflict between any provision of these specifications and any reference specification should arise,the most stringent provision shall apply unless otherwise indicated by the ENGINEER. PART 1 GENERAL 1.1 SECTION INCLUDES A. Concrete sidewalk and ramps B. Concrete Flat work 1.2 RELATED SECTIONS A. Section 02300—Earthworks B. Section 02741 —Asphaltic Concrete Paving 1.3 REFERENCES A. Colorado Department of Transportation 2017 Standard Specifications for Road and Bridge Construction B. Town of Avon Land Use and Development Standards C. Manual of Uniform Traffic Control Devices(latest edition). D. American Concrete Institute(ACI) Standards. 1.4 SUBMITTALS A. Certified test reports or manufacturer's data on: 1. Proposed aggregates. 2. Proposed cement. 3. Mixing water. 4. Additives: a. Air entrainment. b. Fiber. 5. Curing compound. 6. Joint filler. 7. Form coatings. 8. Grout. B. Mix design for each type of concrete containing all test data, graphs,tables, and charts used to establish the job mix formula. The report shall bear the seal and signature of a Professional Engineer licensed in the State of Colorado and competent in concrete PHASE 2 LIGHTING IMPROVEMENTS PORTLAND CEMENT CONCRETE 02751-1 mixture design. Concrete production shall not begin until the Engineer reviews mix designs. C. Laboratory certified test reports for each approved job mix. 1.5 QUALITY ASSURANCE A. Perform work in accordance with ACI 304, Town of Avon and CDOT standards. B. Obtain cement material from same source throughout. C. Concrete shall not be placed when base surface temperature is less than 40 degrees F or surface is wet or frozen D. Contractor shall provide adequate notice, cooperate with, provide access to work, obtain samples and assist Test Agency and their representatives in execution of their function. 1.6 PRODUCT HANDLING A. Use all means necessary to protect the materials of this section before, during and after installation and to protect the materials and work of all other trades. B. In the event of damage, immediately repair or replace damaged work as directed by the Engineer at no additional cost. 1.7 JOB CONDITIONS A. Weather protection, temporary heating, snow removal, runoff and erosion controls, etc. shall be the Contractor's responsibility. B. The Contractor shall coordinate with the Engineer when weather conditions or temperatures approach conditions for shut down of any portion of the work in accordance with the requirements of these specifications. PART 2 PRODUCTS 2.1 FORM MATERIALS A. Wood or metal form material, profiled to suit conditions, smooth faced and undamaged. B. Size shall be as large as practical to minimize joints. C. Bowed,unstable or leaky formwork will not be tolerated. D. Forms shall be mortar tight and sufficiently rigid to prevent distortion due to the pressure of the concrete and other loads incidental to the concrete operations, including vibration, E. Bender boards with adequate support shall be used on all concrete trails with curve radii less than 75 feet. PHASE 2 LIGHTING IMPROVEMENTS PORTLAND CEMENT CONCRETE 02751-2 2.2 FORM COATINGS A. All forms shall be treated with oil prior to placing reinforcement except that an approved nonpetroleum base form release agent shall be used for surfaces which are to receive Class 5, Masonry Coating Finish. Wood forms shall be thoroughly moistened with water immediately before placing concrete. 2.3 CONCRETE MATERIALS A. Materials shall be provided from one source for the entire project. B. Cement: ASTM C 150 Modified Type II or Type V C. Fly Ash: ASTM C 168, Class F or Class C D. Fine Aggregate: Shall conform to the requirements of AASHTO M 6. The amount of material finer than 75µm(No.200) sieve shall not exceed three percent by dry weight of fine aggregate, when tested in accordance with AASHTO T 11 or Colorado Procedure 31, Method D, unless otherwise specified. The minimum sand equivalent, as tested in accordance with AASHTO T 176 shall be 80 unless otherwise specified. The fineness modulus, as determined by AASHTO T 27, shall not be less than 2.50 or greater than 3.50 unless otherwise approved E. Coarse Aggregate: Coarse aggregate for concrete shall conform to the requirements of AASHTO M 80, except that the percentage of wear shall not exceed 45 when tested in accordance with AASHTI T 96. Coarse aggregated shall conform to grading in CDOT Standard Specifications for Road and Bridge Construction Table 703-2. Sizes 357 and 467 shall each be furnished in two separate sizes and combined in the plant in the proportions necessary to conform to the grading requirements. Compliance with grading requirements will be based on the combination and not on each individual stockpile. F. Water: Clean, potable, not detrimental to concrete or reinforcement and comply with AASHTO T 26 G. Air Entrainment: Comply with AASHTO M 154 H. Water Reducing or Other Admixtures: Comply with AASHTO M 194 I. Fiber: Fibermesh, or equal approved by the Engineer, 100 percent virgin polypropylene fibrillated fibers containing no reprocessed olefin materials, specifically manufactured for use as concrete reinforcement. a. Specific gravity—0.91 b. Tensile strength—70 to 110 ksi c. Fiber length—'/2",3/4", 1 '/2"or 2"as recommended by the manufacturer J. Calcium chloride will not be allowed in the concrete mix. 2.4 CONCRETE MIX A. Aggregates shall be stockpiled in a manner that protects them from contamination. PHASE 2 LIGHTING IMPROVEMENTS PORTLAND CEMENT CONCRETE 02751-3 B. Measuring and batching of materials shall be done at a batch plant in accordance with AASHTO M 157. C. Approved mix design for CDOT Class B fiber reinforced concrete with a design compressive strength of 3000 psi. at 28 days. Mix design shall incorporate a minimum of 565 pounds of cement per cubic yard. D. Nominal coarse aggregate size of 37.5 mm(1 1/2 inches) or smaller. E. Approved fly ash may be substituted for Portland cement up to a maximum of 20 percent(Class C) or 30 percent(Class F)by weight. F. Accelerating admixtures shall be used in cold weather only when approved by Geotechnical Engineer. Use of admixtures will not relax cold weather placement requirements. G. Calcium chloride shall not be used. H. Air Content: 1. 5%-8% for Class B mix designs. I. Slump less than 4". J. Fiber per manufacturer's recommendations. K. Use ready-mixed concrete from an approved plant. Batch, mix and transport concrete in accordance with the requirements of ASTM C 94. 2.5 CURING MATERIALS A. Curing materials shall conform to CDOT 711.01. 2.6 JOINT FILLER A. Preformed expansion joint filler material shall comply with AASHTO M 213 and shall be punched to admit the dowels where called for on the plans. B. Filler for each joint shall be furnished in a single piece for the full depth and thickness required. C. Poured joint filler shall be a silicone sealant that is listed on the CDOT Approved Products List.. Poured joints shall be constructed according to the details shown on CDOT M-412-1. The backer rod placed prior to sealant shall be constructed of closed cell polyethylene strand as approved. 2.7 DOWELS A. Dowels shall conform to AASHTO M 284 and shall be grade 40, epoxy coated, and deformed. Bar sizes shall be as designated on the Standard Plan M-412-1. PHASE 2 LIGHTING IMPROVEMENTS PORTLAND CEMENT CONCRETE 02751-4 2.8 GROUT A. Non-shrink, ready to use product with non-metallic aggregate requiring addition of water only at the job site. a. Capable of producing a flowable grouting material with no shrinkage or settlement at any age. b. Compressive strength of 2" cubes at age 7 days shall be no less than 5000 psi and at age 28 day shall be no less than 7500 psi. B. Store, mix and place the non-shrink grout in strict accordance with the manufacturer's recommendations. 2.9 REINFORCMENT A. Bars: AASHTO M 254 for the coating and ASTM A 615, Grade 60 for the core material and shall be epoxy-coated, smooth, and lightly greased, precoated with wax or asphalt emulsion, or sprayed with an approved material for their full length. B. Welded Steel Wire Fabric: ASTM A 185 or A497 PART 3 EXECUTION 3.1 EXAMINATION A. Verify subgrade or base conditions under provisions of Section 02200, as appropriate. Verify that locations, gradients and elevations of base are correct. Match adjacent surfaces where applicable. B. All gutter and pan flow lines shall have positive drainage to inlets or ending points as shown on the drawings. Any low spots in the flow line that allow water to stand to a depth of inch or more or low spots in the back slope of the gutter or pan that allow water to escape and flow across the street shall be removed and replaced at the contractor's expense. Curb and gutter of questionable slope shall be tested by flowing water in the gutter or pan in the presence of the Engineer. C. Contractor will be responsible for all required surveying and material testing, including scheduling the work. 3.2 PREPARATION A. Where removal is required for reconstruction or replacement, the existing concrete section shall be saw-cut with an abrasive type saw and carefully removed. Saw-cuts shall be smooth and to the proper line directed by the Engineer to permit placement of new concrete surfaces. Saw-cuts shall not deviate from established lines by more than 1/4". Expansion joints shall be placed between existing concrete and new concrete. The Contractor shall remove and properly dispose of the displaced concrete off-site. B. Subgrade or base course, as indicated on the detail drawings, shall be moistened to minimize absorption of water from fresh concrete immediately before concrete is placed. PHASE 2 LIGHTING IMPROVEMENTS PORTLAND CEMENT CONCRETE 02751-5 C. Coat surfaces of manholes, catch basins, and other structures with vegetable oil or other approved bond breaker to prevent bond with adjacent concrete. D. Geotechnical Engineer shall be notified a minimum of 24 hours prior to commencement of concrete operations. E. Ensure that equipment and power supply are adequate at all times. If, in the opinion of the Engineer, the equipment is not adequate to provide proper consolidation, the Engineer may delay or stop further placement until such time as adequate consolidation equipment is available on-site. 3.3 FORMING A. Place and secure forms to correct location, dimension, profile, and gradient. Contractor shall check forms with an appropriate leveling device prior to concrete placement to ensure that the requirement for positive drainage will be met. Errors in staking or calculation of cuts by the Engineer or Surveyor shall not relieve the Contractor of this requirement. If such errors are discovered, the Contractor shall immediately notify the Engineer so he may remedy the problem. Concrete shall not be placed until such errors and associated drainage problems are resolved. B. Form depth shall equal the full depth of concrete to be placed. C. Forms shall be smooth and true on the side placed next to the concrete and the upper edge. D. Forms shall be rigid enough to withstand the pressure of fresh concrete without distortion. E. Assemble forms to permit easy stripping and dismantling without damaging concrete. F. Forms shall be held rigidly in place by stakes. Clamps, spreaders and braces shall be used where required to ensure rigidity in the forms. G. Placement of stakes, clamps, spreaders and braces shall not interfere with the operation of the float. H. Benders or thin plank forms shall be used on curves, grade changes and curb returns. Back forms for curb returns may be made of%2"thick benders cleated together for the full depth of the curb. I. Place joint filler vertical in position, in straight lines. Secure to form work during concrete placement. J. Forms shall be thoroughly cleaned and coated with form oil or other approved bond breaker before concrete is placed. K. The front form on curbs shall be removed not less than one hour nor more than six hours after the concrete is placed. PHASE 2 LIGHTING IMPROVEMENTS PORTLAND CEMENT CONCRETE 02751-6 L. Smooth dowel bars shall be placed, as required in the detail drawings, in the forms at each expansion and construction joint. Half the length of the dowel shall be coated with lead or tar paint or other approved bond breaker. M. Dowels shall be assembled in dowel baskets or other approved assembly such that they may be set level and parallel to one another and the length of the slab. Dowel basket assemblies must be anchored to the subgrade or base, as appropriate,to prevent movement during placement of concrete. Placement tolerance for dowels shall be as specified in CDOT Standard Plans M-412-1. N. In no case shall forms be removed while concrete is sufficiently plastic to slump. 3.4 PLACING CONCRETE A. Place concrete in accordance with CDOT 601.12 and as specified herein. B. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed during concrete placement. C. Place concrete continuously over the full width of the panel and between predetermined construction joints. Do not break or interrupt successive pours such that cold joints occur. D. Compact with immersion-type vibrators. E. Remove forms and other surface projections where exposed to view. F. Screen and float exposed slabs to uniform texture and color. G. Broom finish exposed slabs and walks. H. Protect from loss of moisture for seven days or more with membrane curing compound. I. Apply epoxy grout only to clean, dry, sound surfaces. Mix and place according to manufacturer's instructions. J. Place expansion joints at 20 foot intervals. Align curb,gutter,and sidewalk joints. K. Place joint filler between paving components and building or other appurtenances 3.5 FIELD QUALITY CONTROL A. The top and face of finished curb and top and edge of finished gutter,pans,walks and slabs shall be true and straight, of uniform width, and free from humps, sags or other irregularities. A straight edge ten feet long laid on the top, edge or face shall not vary more than 0.01 foot from the straight edge except at grade breaks or curves. B. Four concrete test cylinders will be taken for every 100 cubic yards or fraction thereof (at least one test each day). C. One slump and air content test will be taken for each set of test cylinders. PHASE 2 LIGHTING IMPROVEMENTS PORTLAND CEMENT CONCRETE 02751-7 D. Maintain records of placed concrete items. Record date, location of pour, quantity, air temperature,and test samples taken. E. CONTRACTOR shall clean all discolored concrete at his expense. The ENGINEER may approve abrasive blast cleaning or other method, as appropriate. Concrete that cannot be satisfactorily cleaned shall be removed and replaced as required by the ENGINEER at the CONTRACTOR's expense. F. If the ENGINEER finds the materials furnished, work performed, or the finished product does not conform with the Contract but that reasonably acceptable work has been produced, the ENGINEER will determine the extent the work will be accepted and remain in place. If accepted the ENGINEER will (1) document the basis for acceptance by the Contract Modification Order which will provide for an appropriate reduction in the Contract price for such work or materials not otherwise provided for in CDOT Standard Specifications for Roads and Bridges 2017, Section 105 or (2) notify the CONTRACTOR in writing that the Contract unit price will be reduced in accordance with CDOT Standard Specifications for Roads and Bridges 2017, Section 105 when P is 25 or less, or (3) in lieu of price reduction, permit correction or replacement of the finished product provided the correction or replacement does not adversely affect the work. 3.6 CURING AND PROTECTION A. Protect pavement from premature drying, excessive hot or cold temperatures, and mechanical injury at all times. B. When the ambient temperature is below 35°F the CONTRACTOR shall maintain the concrete temperature above 50°F during the curing period. It shall be the CONTRACTOR's responsibility to determine for himself the necessity for undertaking protective measures. C. Curing shall begin as soon as the concrete has hardened sufficiently to prevent damage to the surface or finish. D. Do not permit pedestrian traffic for 3 days minimum and vehicular traffic for 7 days or until 80 percent design strength of concrete has been achieved after finishing. CONTRACTOR shall adequately barricade using CDOT Type 2 or 3 barriers and otherwise protect the site as necessary to prevent such traffic. E. Fresh concrete shall be monitored continuously until hardened sufficiently to prevent graffiti, tracks, etc. Damaged sections shall be replaced at the CONTRACTOR's expense. END OF SECTION PHASE 2 LIGHTING IMPROVEMENTS PORTLAND CEMENT CONCRETE 02751-8 CATALOG NUMBER lb. �HYDREL NOTES TYPE 3120C LED Impact Resistant Round Bollard FlatTop HIGHLIGHTS 5� • A confident solution for safety and performance in a proven vandal warrant v resistant bollard • Motion Sensing Bi-Level switching using electromagnetic occupancy sensor-+20ft range • USB receptacle or GFCI receptacle options IP65 Specifications • 0-10V Dimming,ELV dimming Diameter: 9" 229 mm • Emergency operation up to 90 minutes Buy Diameter: 8" • 1810lumens 204 mmAmerican Height: 42" 1016 mm Height: 36" 915 mm Weight: 351bs DIMENSIONS LUMEN PACKAGES - Delivered Lumens 1810 yu Watts 84 u LPW 22 Note:Information Based on 50K 40" 34" 36"LCL 24" 30"LCL 20"LCL � a I 8 . MOUNTING A� 12 0. 3 PLCSCS ©2014-2021 Acuity Brands Lighting,Inc. • One Lithonia Way, Conyers GA 30012 3120C COB I Rev.04/28/21 Phone:800-705-SERV(7378) • www.hydrel.com Page 1 of 3 /b_ �HYDREL 3120C LED 12 ORDERING INFORMATION EXAMPLE: 3120C H36 8COB 50K MVOLT SYM BL Series Height Lamp type Color Voltage Distribution Options' 3120C H24 . . •=' 20K 2000°K Color Temp „ • 0-277 volt) SYM Symetrical BLSs•u Bi-Level Switching(Motion Activated) - • 8COB J 30K 3000°K Color Temp I 1202 360° GFCI Receptacle;120 volt only,cannot be used with USB H42 40K 4000°K Color Temp 2772 FT' Forward ELN5.7 Emergency Operation(1387.5 lumen output;90 50K 5000°K Color Temp 347 Throw minutes) AMBLW Limited wavelength LDIM 0-10V Dimming(Dims to 10%) Amber 591 IDIM° In-line Trailing Edge ELV Dimming(Dims to 40%); Nanometers 120 volt only USB USB charging port,120 volt only,cannot be used with GFCI Finish BL Black STG Steel Gray Optional Louvers Painted' BZ Bronze TVG Terra Verde Green /PL Louvers painted to match fixture DDB Dark Bronze WH White (top only) DNA Natural Aluminum CF Custom DSPFG/PL GN Green _Z8 Zinc Undercoat GR Gray RALTBD RAL Paint Finishes SND Sand Note:RALTBD for pricing only,replace with applicable RAL call out when ready to order.See the RALBROCHURE for available options.It is recommended that Hydrel products only use textured paint. ELECTRICAL LOAD LUMEN AMBIENTTEMPERATURE(LAT)MULTIPLIERS Current(A) Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C(32-104°F). Light Engines Driv�CAu,rent System Watts 120 208 240 EP 347 480 Ambient Lumen Multiplier 0°C 32°F 1.05 8 COB 250mA 72.35 0.603 0.348 0.301 0.261 0.209 0.151 10°C 50°F 1.03 300mA 83.95 0.700 0.404 0.350 0.303 0.242 0.175 20°C 68°F 1.01 25°C 77°F 1.00 PROJECTED LED LUMEN MAINTENANCE 30°C 86°F 0.99 Data references the extrapolated performance projections for the Fixture platform in a 25°C ambient,based on 13,000 hours of LED 40°C 104°F 0.98 testing(tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF,use the lumen maintenance factor that corresponds to the desired number of operating hours below.For other lumen maintenance values,contact factory. 0 • XYDREL Operating Hours l li 25,000 50,000 100,000 ighting facts® Lumen Maintenance Factor 1.00 0.91 0.85 0.75 us noE Light Output(Lumens) 1534 Watts 83.95 Lumens per Watt(Efficacy) 18 Color Accuracy 84 Color Mendenog Index(C RI) Notes: uphtCuter 4028(Bright White 1 4COB for use with 20K and AMBLW only,20K and AMBLW require 4COB. c°aw�.acMw7.ma•�<�,,eixsn ( 9 ) 2 Required with ELN or BLS. 3 FT not available with BLS. war"'.." IMICEICEM Derlight 4 BLS is not available with ELN,LDIM or IDIM. 2700K 3000K 4500K 6500K 5 ELN and BLS require 120 or 277 voltage,not MVOLT or 347. 6 Drive current will be 250. rn,us.o,,,°m,mweA LM-742008 Approved Method for,„clo ltlree, 7 ELN not available on 24"height. product test date end results °uc1151tl81Bntlre'u°` 8 Add zinc undercoat for harsh environments. Visit,eww.1i55tin9725t6.ton,for the LheIRtfe,ewt Guide. 9 Louvers will be black unless otherwise specified(top only). a.°m,ac°°Number o"Ms.swxoul on320,o Model Number 3100 BOOB aree SW ©2014-2021 Acuity Brands Lighting,Inc. • One Lithonia Way, Conyers GA 30012 3120C COB I Rev.04/28/21 Phone:800-705-SERV(7378) • www.hydrel.com Page 2 of 3 /._ �HYDREL 3120C LED 13 PERFORMANCE DATA Isocandela plots for 3100 COB.To see complete photometric reports or download.ies files for this product,visit www.hydrel.com/ 4 Ll SYM FT LUMEN OUTPUT Lumen values are from photometric tests performed in accordance with IESNA LM-79-08.Data is considered to be representative of the configurations shown,within the tolerances allowed by Lighting Facts.Actual performance may differ as a result of end-user environmant and application.Contact Factory for performance data on any configuration not shown here. Light Distribution Drive Current System Watt Lumens LPW B U G Engines 250* 72 1300 18 1 2 1 3000K SYM 300 84 1525 18 1 2 1 250* 72 1 18 1 2 1 4000K jlim SYM - 300 84 1535 18 1 2 1 250* 72 1535 21 1 2 1 5000K SYM 300 84 1810 22 2 2 1 2000K 0 1050 900 4141111 2 1 *Used with IDIM and BLS options. LED LIFE:L80/64,000 hours OPERATING TEMPERATURE:-20°C Through 50°C -40°C Through 50°C with IDIM&BLS options APPROXIMATE MOTION SENSOR COVERAGE AREA: 20' SPECIFICATIONS AND FEATURES MATERIAL:Copper-free aluminum,A360. FASTENERS:Stainless Steel. LED ARRAY:72W and 84W(total system input wattage)Lumen maintenance of individual LISTING:cCSAus,suitable for wet locations,laboratory tests conducted by CSA to UL Standard light sources have been independently tested to IESNA LM-80 standards.All within UL-1598 and UL-8750. 3 MacAdam ellipses. BUY AMERICAN:This product is assembled in the USA and meets the Buy America(n) VOLTAGE:MVOLT 50/60Hz,120,277 or 347 government procurement requirements under FAR,DFARS and DOT.Please refer to DISTRIBUTION:SYM-Symmetric,FT-Forward Throw www.acuitybrands.com/resources/buy-american for additional information. WARRANTY:5-year limited warranty.Complete warranty terms located at: LENS:Frosted borosilicate glass. www.acuitybrands.com/support/customer-support/terms-and-conditions POWER SUPPLY:Integrally mounted LED driver run at 300mA,-20°C through 50°C standard. Consult factory for details. Alternate driver run at 250mA,-40°C through 50°C used with IDIM and BLS. FINISH:Super durable polyester TGIC powder coat finish(standard).Optional zinc undercoat for NOTE:Actual performance may differ as a result of end-user environment and application. All values are design or typical values,measured under laboratory conditions at 25°C. harsh environments. Specifications subject to change without notice. ©2014-2021 Acuity Brands Lighting,Inc. • One Lithonia Way, Conyers GA 30012 3120C COB I Rev.04/28/21 Phone:800-705-SERV(7378) • www.hydrel.com Page 3 of 3 0 ELECTRICAL LEGEND LUMINAIRE SCHEDULE CO TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING NO LAMP VOLTS REMARKS (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) ELECTRICAL SPECIFICATIONS LF-A LED VOL_ARD IIYDREL 312042 LED 14/1-T3014 MVOLT BASE PER 1 LED VW 120 O O RECESSED OR SURFACE DOWNLIGHT ABBREVIATIONS FT OF PL DSPFG DETAIL To! N y 0-I WALL MOUNTED LIGHT FIXTURE AC -ABOVE COUNTER VOLTAGE DROP CALCULATIONS U �� NAFF ABOVE FINISHED FLOOR A. General Requirements VD=(Length)*(Resistance 1000I Current) Z CO p0 73 RECESSED FLUOR.LIGHT FIXTURE AFG -ABOVE FINISHED GRADE (Sets Of COmd'S)*I7000) U AHJ -AUTHORITY HAVING JURISDICTION Yn V) IAa SURFACE FLUOR.LIGHT FIXTURE AL ALUMINUM 1. O C SCOPE:Furnish all materials and labor required to execute this work CIRCUIT RR-14#70 Cu CIRCUIT LB-12#e Cu N O FIXTURE DESIGNATIONS: CU -COPPER es indicated on drawing and as specified,as necessary to complete the C°� > UPPERCASE-FIXTURE TYPE EC -ELECTRICAL CONTRACTOR Initial Voltage(V): 120 Initial Voltage(V): 120 O 0)0 O LOWERCASE-SWITCH DESIGNATION EM -EMERGENCY contract.Electrical work shall include,but not limited to,these major QN. GC -GENERAL CONTRACTOR Items: CUrrerlt(A): 5 CUrreM(A): 4 U fl E �jj� SHADING ON FIXTURE INDICATES EMERG.BATTERY BACKUP GND -GROUND Lerrent(: 420 Lergth(fl): SOO T�1 Q-�� C GFI -GROUND FAULT INTERRUPTER Sets of Conductors: 1 Sets of Conductors: 1 CD I-I FLUORESCENT STRIP FIXTURE A. Complete wiring system for new lighting and power as shown, mr N X 0 Mc -MECHANICAL CONTRACTOR Resistance(OhmstcFT): 12 Resistance(Ohms/kFT): 0.78 CO V 1-s-6� TRACK LIGHT AS NOTED OR SCHEDULED SIC -NOT IN CONTRACT including new panelboards,new conduits,new wires,new wiring •S7) 2U- WALL WASHER NL -NIGIR LIGHT devices,new control devices,etc.for a complete lighting and Voltage Drop(V): 2.52 Voltage Drop(VJ: 1.56 °a) C 0) NTS -NOT TO SCALE Voltage(V): 117.48 Voltage(V): 118.44 (111:10)A�A� O U �0 POLE-MOUNTED FIXTURE PC -PLUMBING CONTRACTOR and power system. °%VD: 2.10% %VD: 1.30% W UFO REF -REFERENCE �.I GROUND LEVEL p J (V r n POST(BOLLARD)FIXTURE I� GROUND LEVEL QN U UG -UNDERGROUND a. Complete feeder(s)installation as required for new and/or - CIRCUIT RR-16#8 CU CIRCUIT LB-14#8 CU ♦✓ CO ® STEP LIGHT UNO -UNLESS NOTED OTHERWISE electrical apparatus as shown on single line diagram and Initial VOtage(V): 120 Initial VOltage(V): 120 r °� CEILING OR WALL MOUNTED EXIT LIGHT UTP -UNSHIELDED TWISTED PAIR #4 VERTICAL REBARS(6 REQ'D) #4 VERTICAL REBARS(6REQ'D - (6 c0 03 ®� WP -WEATHERPROOF drawings. ) Curent(A): 6 Curent(A): 4 Ct C UQ o EMERGENCY BATTERY LIGHTS XFMR -TRANSFORMER erglh(R): 1000 Lergth(fl): 1350 W ` DUPLEX RECEPTACLEQIB'UNLESS NOTED 0• -MOUNTING HEIGHT TO CENTERLINE U. Complete branch circuit wiring required for the connection of Sets of Conductors: 1 Sets of Conductors: 1 W `W li OF DEVICE AFF OR AFG emergency lighting and exit signs to existing emergency stand Resistance OhmsfoF 0.78 Resistance Ohms/kF 0.78 N J=O DOUBLE DUPLEX RECEPTACLE N1a^UNLESS NOTED CONDUIT&WIRING ( ( n O FLUSH FLOOR DUPLEX RECEPTACLE FIRE ALARM SYSTEM by power system. CONDUIT&WIRING Voltage Drop(V): 4.68 Voltage Drop(V): 3.69 W���� 72" 30" Voltage(V): 115.32 Voltage(V): 116.31 L D ® SPECIAL OUTLET AS NOTED FACP FIRE ALARM CONTROL PANEL 2. Complete provision,installation and connection of lighting fixtures, - 8x8 WIRE BASKET - 8x8 WIRE BASKET N N Qu DUPLEX RECEPTACLE HALF-SWITCHED•ILE UNLESS NOTED CM FIRE ALARM ANNUNCIATOR PANEL exit signs and lamps as specified and as shown on drawings. CIRC 3.90% CIRC 3.07% y-+ U NO C » POP-UP RECEPTACLE FIRE ALARM PULL STATION Ir TWO LAYERS#15 FELT CIRCUIT RR-18#8 CU CIRCUIT LB-fl8#8 CU U -E U00 O 3. Provide a 2 year warranty per TOA requirements. I TWO LAYERS#15 FELT Initial Voltage(V)'. 120 Initial Voltage(V): 120 f6 t '�00A�00�� TELE-POWER POLE ALARM HORN OR SPEAKER 4. Provide grounding and bonding Facilities. J� GROUND PLATE(COPPER)OR IJ OOE COMBINATIONHORN/STROBEORSPEAKER/STROBE (CS30010-TURNS OF#4 BARE COPPERJUNCTION BOX IN FLOOR,CEILING OR IN WALL 5. Completeallelectricaldemolitionasrequired. 10-TURNSOF#4BARECOPPER Sets ofCorductors: 1 Sels of Conductors: 1. / WIRE PANCAKE. Resistance(OhmsAFT): 0.78 Resistance(OhmsOFT): 0.78 00 HR. ♦ COM TELEVISION ELEPHONE OUTLET IN FLOOR OR WALL • PHSMOTOELECTRIC N DETECTOR 6. Test of entire system and work. ✓ OUTLET •P PHOTOELECTRIC SMOKE DETECTOR y 124,DIA I Voltage Drop(V): 4.10 Voltage Drop(1/): 2.54 0 4- 4- 112"DIA 4I, Voltage(V): 115.91 Voltage(V): 117.47 O 11111 TELEPHONE BACKBOARD In HEAT/PHOTOELECTRIC SMOKE DETECTOR 7. Operating,Maintenance and identification instructions manuals,if CD CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING LJ LJ DUCT DETECTOR any. ►CIRCUIT HOMERUN 103 SPRINKLER SYSTEM FLOW SWITCH POLE BASE DIAGRAM BOLLARD BASE DIAGRAM CIRCUIT RR-20#8 CU " CIRCUIT RR-22#10 CU " 0- 8. PERMITS AND FEES:Obtain and pay for all necessary permits,inspec- Initial VoAage(V): 120 Initial Voltage(V): 120 --- CONDUIT RUN BELOW FLOOR OR GRADE M SPRINKLER SYSTEM TAMPER SWITCH lions,examinations and fees or charges necessary for execution and urren Ct(A): 3 Current(A): 4 3 CONDUIT STUB-UP-CAP&MARK ED STROBE NO SCALE NO SCALE ,,,,,,,,,, $ LIGHT S(ITC V H AT MI UNLESS NOTED (0;) SMOKE/FIRE DAMPER CONNECTION Sets of Conductors: 1 Sets of Conductors: t completion of electrical work. Length(ftJ: 2100 Lergth(fl): 370 `,,. P00 REC/S7' REMOTE INDICATOR LIGHT 9. REGULATIONS AND CODES: TYPICAL BOLLARD Reslstance(Ohms/kFT): 0.78 Resistance(Ohms/kFT): 1.2 2=2-POLE SWITCH O O H. F 3=3-WAY SWITCH Voltage Drop(V): 4.10 Voltage DropM: 1.78 Os' ►‘4 4, - SECURITY SYSTEM A. Applicable codes:National Electric Code(2014) 4=4-WAY SWITCH Voltage(V): 115.91 Voltage(V): 118.22 ;6 - O: M=MOTION-OPERATED SWITCH Conform to the prevailing edition and amendments thereto of the .I�� O CONTACT DOOR SWITCH IN JAMB ORHINGE LOCATION INSTRUCTIONS %VD: 3A7% %VD: 1.48% �•'G•�K=KEY-OPERATED SWITCH Town of Avon Electrical Code,pertinent NFPA publications 3- �' TO=THERMAL OVERLOAD SWITCH Too INTRUSION MOTION DETECTORAS SPECIFIED,CORRIDORMOOM CIRCUIT RR-24#8 CU =� '77 P=SWITCH WITH PILOT LIGHT C ORR and to the requirements of Federal,State or other City agencies 5 Q- having jurisdiction. NOTES: Initial Voltage(Vy. 12D . 4, 1] DIMMER SWITCH W/WATTAGE • K HEY-OPERATED SWITCH Current(A): 3 % ll '� ❑ 1. ALL LOCATIONS SHOWN TO BE CONFIRMED IN FIELD PRIOR TO �c O� PUSHBUTTON CONTROL STATION );= SURVEILLANCE CAMERA 10. SHOP DRAWINGS AND SUBMITTAL: ROUGHIN. Lergth(R): 1100 "•`,S%NAL e'.° PC PHOTOELECTRIC CELL 2. LOCATE BOLLARDS 2'FROM EDGE OF PATH TO CENTER OF Sets of Conductors: 1 " ,,,,,•' rs TIME SWITCH DISTRIBUTION EQUIPMENT SYMBOLS A. Contractor shall submit shop drawings for engineer review and approval. BASE. Resistance(Ohms/kFT): 0.78 0THERMOSTAT AT DO.UNLESS NOTED -1".- DISCONNECT SWITCH 3. ALIGN OPTICS OF BOLLARD TO MATCH PATHWAY DIRECTION. Voltage Drop(V): 2.57 , I e DIVISION 15 EQUIPMENT -,I,- FUSES B. Shop drawing submittal shall include: Voltage(V): 117.43 Y CONFIRM BEFORE FINAL ROUGHIN. ^/,VD: 2.15% 0 FOOD SERVICE EQUIPMENT �` CIRCUIT BREAKER 1.Lighting fixtures. 4. REVIEW CONDUIT ROUTING PRIOR TO DIGGING.CONFIRM 2.Bases COMMUNICATION SYSTEM ." CURRENT TRANSFORMER PROPERTY LINES. 12 VVV'� TRANSFORMER 11. CONDUIT AND WIRE: 5. CONTRACTOR TO REVIEW INGRADE JUNCTION BOXES AND Ann Os(:,SPEAKER IN CEILING OR WALL ' DETERMINE IF ADDITIONAL BOXES ARE REQUIRED FOR WIRE IM]7, METER A. CONDUCTOR SIZES AND TYPES:For sizes#1/0 AWG and larger,use PULLING.INCLUDE ADDITIONAL BOXES AS REQUIRED IN BID.❑V-I VOLUME CONTROL AT UP UNLESS NOTED 21 MAGNETIC MOTOR STARTER copper THW or aluminum XHHW.For sizes#1 AWG and smaller,use only 4 M MICROPHONE OUTLET IN FLOOR BOX OR WALL ❑I DISCONNECT SWITCH copper wire with 600V insulation,types TW,THHN,or THW-stranded in OC-I CALL-IN SWITCH .1' ' PANELBOARD OR LOAD CENTER,FLUSH OR SURFACE MOUNTED sizes#8 and larger,solid in sizes#10 and smaller.Control wiring shall be#14, ® PROGRAM BELL r` SWITCHBOARD,MOTOR CONTROL CENTER OR DISTRIBUTION BOARD stranded.Use type THHN for wires entering or passing through fluorescent PANEL LB AT STAGE W INTERCOM lighting fixtures.All motors shall be wired with copper conductors only. PROJECT'HWV6 BOLLARDS ENGINEER' SOH ❑T TRANSFORMER Use minimum#10 stranded copper wire in 1"PVC conduit at all circuits. PROJECT#:14047 VOLTAGE: 120240V,1 P,3W - © CLOCK 0 AMPLIFIER -II. GROUND F� CIRCUIT BREAKER TYPE: EXISTINGI FACE MINS: A 'OOO MLO AA ® MOTOR OUTLET PHASE PHASE Oa AUTOMATIC TRANSFER SWITCH DESCRIPTION A B BKR P CIR CIR P BKR A B DESCRIPTION < O SHEET LOCATOR IRRIGATION FIELD&FALCON POIN 1000 20 1 2 1 20 500 EXHAUSTE FAN Ax et IRRIGATION CLOCK 100 20 3 4 1 20 500 FILTER W BACK ROOM RECEPTACLE 1080 20 5 6 1 20 1080 VGETWELL REC N • • "i y/", „7, ,. _ u BACK ROOM RECEPTACLE 1080 20 7 8 1 20 1000 INSIDE LIGHTS 'w LL 0, • ' - • - JAL _ 11 -- - -_. +. T. '� •' RECEPTACLES 1080 20 9 10 0 SPACE V O 4 ._ _ - RECEPTACLES 108° 20 11 12 1 20 480 S.CENTRAL PATH BOLLARDS _ 0 13 14 1 20 420 W.PATH BOLLARDS J 0 15 16 1 20 420 SW PATH BOLLARDS 7 J w O r• 0 - i 1 0 17 18 0 L `////A����, • .,. - _ I ,fit. . • "4 1h¢= _.sFl 0 25 26 0 _ 4 z i/e:i6 .'l lir :ir-h; ,._. ' . -,1$4pC . o r y�e zz ^' ,Ai Li" ®' __ 1 4 ` A t'-- N. LOAD CALCULATION SUMMARY NEW CIRCUITS SHOWN IN BOLD 7 • - ~ ♦ r 1 CALCULATED POWER FACTOR: L Q Q `'. 098 O g '' ';(� CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS i 1 t . LIGHTING/CONTINUOUS 3320 14 4150 17 -' (PHASE & DIVISION I Q Q ! '+ •• „°may{- -+P"'" "7 RECEPTACLES 5500 26 5500 26 (PHASE &II DIVISION ' .�. , r-. Q� 4`f ` MECHANICAL 1000 6 1125 6 1{' KITCHEN 0 0 0 0 / JAI Va ,1R TOTAL 9820 46 10775 50 AREA#1 MATCH LINE , ► / e 4..--rAiy, . k ►�p�� Q • `� AREA#4 MATCH LINE is '• .P ' 4 PANEL RR AT RESTROOMS ` gg/�� - AREA#2 MATCH LINE '11 - ` ' •`¢�' PROJECT:NOTTINGHAM BOLLARDS ENGINEER: SOH AEC PROJECT#: 17020 'TS AREA# LINE _ 1'�' 1 PROJECT•17020 VOLTAGE: 120208V,3P,4W �/ 4• 4 Z + `' MOUNT NG EXIS ING NIAINS 200A MLO 4r PHASE &II DIVISION T /,"/y' .. ,�- : .. ,;: TYPE'.ExIsrlNc Alc: tDK DATE: ISSUE: „'� / -Is I.:..,._ -..... I =_ ` .. PHASE PHASE + � - F U 'Rr� 1. 4� DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION 03-23-17 PROGRESS 1 S y Q Q •y -. EUH-2M.H 1750 30 2 1 2 2 40 2500 EUH 1 04-18-17 PERMIT u 'PHASE I&II DIVISION I T+R 't ) _ 1750 3 4 2500 y� W Q RECEPTACLES 1080 20 5 6 2 20 1200 PARK LIGHTS '1i�r <N N171..--'.. . p9TpA: a ( 0' IRRIGATION CLOCKS 250 20 7 8 1200 " '! Q Q ,•1"' ,yla% i - HAND DRYER 1000 20 9 10 2 40 2500 EUH-1 S j 1 - '; a HAND DRYER 1000 20 11 12 2500 " '`+' C I - • HAND DRYER 1000 20 13 14 20 600 NE PATH BOLLARDS � l"'3+�!$. `° HAND DRYER 1000 20 15 16 20 720 N.CENTRAL PATH BOLLARDS I6 STORAGE LTG 250 20 17 18 20 420 NW PATH BOLLARDS Drawn By: Checked By: �;° • ,LIGHTING 500 20 345 20 21 22 20 20 20 600 NW PATH BOLLARDS 480 RESTRM TO STAGE BOLLARD LIE SOH !� -`F' �_ - -,T/TJ A� / EVENT POWER 4000 50 2 23 24 20 360 STAGE TO STREET BOLLARD: k'i.. .,.''''''''3,T'S� -.7-'...-:' y :.py.� r __ • ,.- � Y J�! 4000 25 26 2 50 4000 EVENT POWER a1 �'� ? - Pam. EVENT POWER 4000 50 2 27 28 4000 I , ,y, 4 Rd • ELECTRICAL A W 1 . ,,,, - .y °T vs.. y�rsyr�'j.�.__ - f �� 0 0 4000 33 34 1 20 ° 0 1000 MISC -'''-' . .4" ;1' -6 1` ` !4s �_�.�'•• x D 0 3 3s D ° LEGEND, 'X �rr:4 `1t. 3i. Ira,"` .. .'k_. • 'Ai ' ..s `a?� Sf° �„'{a.-t,w - `. ! ' l 0 41 4z 0 • ,� �►, SPECS, & »�., _ 1 s 6 .L ��� -.�`� 1 "' LOAD CALCULATION SUMMARY DETAILS - - -- CALCULATED POWER FACTOR: 1.00 SCALE:NONE CONNECTED LOAD CONNECTED AMPS DEMAND LOAD DEMAND AMPS 1000 LIG HTI N G/CON TI N U O U S 43675 121 54594 151 feet RE C EPTACLES 6830 9 6830 9 El •O Go g e E a r t hMECHANI C A L 0 0 0 0 meters feet 500 KTCHEN 0035 0016 0 0 TOTAL 50505 140 61424 1]0 1 of 4 -47 COPYRIGHT 2014 MCHIRCTUML ENGINEERING CONSULTANTS.INC. RI 3f 1 r ...=INZi. • 1 .• . NE. • 4)Z 1 ... 073 CS 10 • rer , til — . 4.1_' '-kr ' IS 34 ' 7i' • .. i O 01000 amilk— - Y m mi T -r �' use xs�N 7,->_ 6. Ct W _ j U N r \ . O c .411111111.61111:n ailliiii • . T1 II a) Cri • U gQc.z.?-H . ''sco Q x m _ .1 a ill e 1 1 • 19-41462\ • ' — __ — _" —� , RR-1820 �3S`i'1� — r .. 20 _ _ _ -;.. .. RRs2u1OG)1•'C •:,•�<'',sN ALE�(7' • Y •, , - - AVON '' ri •1 464Ct • ELEMENTARY _ - SCHOOL 11 - 2 - 4 • \I• 0 ° „...,, •• F ,� _ _ 0S Q 4 , . Air w0 z J Wcf) —1 J Q -• r J Q I o Ue Z _• lier �� " . . • U Z Q r� �; 1 14:. on A Q P. AEC P• ROJECT#: 17020 I• . ►�. DATE: ISSUE: 111114r•- : PHASE I & II DIVISION 03-18-17 PROGRESS PHASE I WORK IS BOLLARDS,WIRE CONDUIT,PULLBOXES ETC ASSOCIATED WITH CIRCUITS RR-14,16,18,20. C\' O4-1H-17 PERMIT PHASE II WORK IS BOLLARDS,WIRE,CONDUIT,PULLBOXES ETC ASSOCIATED WITH CIRCUITS RR-22,24&LB-12,14,16 • ■ FIELD CONFIRM ALL BOLLARD LOCATIONS PRIOR TO ROUGHIN. W Drawn By Checked By: SOH AEC 111 '— F 1,. MI • WEST P.ATH ••r 3. AREA #1 kw ! 4? • , PLAN • _ 1 - AT AREA #1 MATCH LINE 1 JIL.1� =..1S - — — __—- SCALE 1"=40'-0" —. NORTH WEST PATH AREA #1 PLAN /\ E2O SCALE:1"=40'0" 4� 2 of 4 122 C01,12I2111 2014 PFCHII441000L DIMMING CONCU210NO2.INC L 4 N ilft,41 , m CNI CO £ ' } 70 r= • . 1 • T I ,F� AREA #2 MATCH LINE , + . 6as" O wo "cm. N • 'A +` SET AND INSTALL POLE nc� AREA # T : LINE 4 a E BASES,PROVIDE WIRING. - r-_ W N O 1 - . POLE INSTALLED ANDIIIIIIIIII — U-a4 - - PROVIDED BY OTHERS7 _ L L4) �• • PLANNED 150W EACH. L a� 6,U1L L-• TYPICAL OF 2li + - jJ aN U limp...:. T WJir yr� c0wYUU ! • � . 1 '. - - FIELD LOCATE _ — U'11 a nBDS A FEW FEET Epp•i - m . II: U O' . � ` - L crn < o '• / \— 50-AMP OUTLET,EAST OF FITNESS - + rCO COURT, O POWER FROM PLAYGROUND RESTROOMS - O RE..... —«., - ROVIDE IN GRADE JUNCTION BOX C /]'[� ✓ / TO USE AS PULL BOX PROVIDE ONE 1 * PHASE I & II DIVISION RR 4 o�P�O H C/Sl4'` ' a .�" '; O Q SPARE(PULLWIRE)1'C AS INDICATED PHASE I WORK IS BOLLARDS,WIRE CONDUIT,PULLBOXES ETC ASSOCIATED WITH CIRCUITS RR-14,16,18,20. - _ ;,I.• HOMERUN TO PANEL RR. i• • (PULLWIRE)2"C / PHASE II WORK IS BOLLARDS,WIRE,CONDUIT,PULLBOXES ETC ASSOCIATED WITH CIRCUITS RR-22,24&LB-12,14,16 - ' y �; (4#8,#SG)1"C W FIELD CONFIRM ALL BOLLARD LOCATIONS PRIOR TO ROUGHIN .- .- •• - •-••IFS �Y1G,,'"," W (#10 ,SONAL • '/•fir' •. (2#1q#10G)1"C Ill z in •- 11 Z • • . - - ' . . 24 < I 0 I '10,##11�0G)1"C rr r 3 T 1 Ii / mm THE LIGHTS NORTH OF TOWN I • lip '" r + i ��// �/ U 0 HALL ARE NOT INCLUDED „e • '^ _ 0 V v Q Q .. Cn U LOCATE APPROXIMATELY 75'FROM MAIN TRAIL I. J r" b Q = ° • i 1.• ' . 4..44,44...._ — - - , . .. ji . iicr IIMI. P Z W PHASE I & II DIVISION PHASE I WORK IS BOLLARDS,WIRE CONDUIT,PULLBOXES ETC ASSOCIATED WITH CIRCUITS RR-14,16,18,20. " ''••r` PHASE II WORK IS BOLLARDS,WIRE,CONDUIT,PULLBOXES ETC ASSOCIATED WITH CIRCUITS RR-22,24&LB-12,14,16 ■' _ FIELD CONFIRM ALL BOLLARD LOCATIONS PRIOR TO ROUGHIN II' - m L _ - , \' k NORTH AEC PROJECT#: 17020 NORTH EAST PATH AREA #3 PLAN \ DATE SSUE: HELD LOCATE BOLLARDS A FEW FEET NORTH AT NEW PATH. 11114111 SCALE:1"=40'0" 03-23-17 PROGRESS 04-18-17 PERMIT Drawn 8y'. Checked By• SOH AEC - -i NORTH ry NORTH NORTH CENTRAL PATH AREA #2 PLAN CENTRAL AREA #2 MATCH LINE SCALE'1"=40'0" hi & EAST AREAS #2 & 3 W AREA # A _ LIN SCALE 4 z E2. 1 3 of 4 -C COPMICNi 2014 AFCHIRCNFAL ENGINEERING CONSULM E..INC.- 0 N CO AREA #1 MATCH LINE y N (` N— Z oCJ� 00 , _, 4,l'.% 7 ._ . _ . , , AREA #4 MATCH LINE N � N = o �oQo U •2a�rn �Y lij X•0 Cijcs.) L i1(n iiii- , NJ�_ ..„ �--• 2 INCH SPARE CONDUIT FROM JUNCTION BOX -` L '' •-• -a ors opa)_ - TO TERMINUS AT AVON ELEMENTARY SHOOL 1:33 Tub lik _ .: _ PARKING LOT - LL,0 r nt IS. OCIIIIIII)LLJ --w --I - '�. iii U �D• T.O0o 0 Z PHASE I & II DIVISION figta Mt(2#8,#10G)1"CPHASE I WORK IS BOLLARDS,WIRE CONDUIT,PULLBOXES ETC ASSOCIATED WITH CIRCUITS RR-14,16,18,20. La ~¢'� - a - PROVIDE IN GRADE JUNCTION BOXPHASE II WORK IS BOLLARDS,WIRE,CONDUIT,PULLBOXES ETC ASSOCIATED WITH CIRCUITS RR-22,24&LB-12,14,16 _ Q• TO USE AS PULL BOX.PROVIDE ONEFIEI D CONFIRM AI L BOLLARD LOCATIONS PRIOR TO ROUGHIN. m SPARE(PULLWIRE)1"C AS INDICATED • - HOMERUN TO PANEL LB I I O a 40014_ _ -- LB-16 I!r R Ita r/ _ _. ._ ,,,(2#8, L ' ..I ®'ri~ (PULLWIRE)2"C . • < i i S• 5��i • • • 1= - 2-INCH SPARE CONDUIT FROM __ 71 " - - _- - - PUMP HOUSE TO JUNCTION BOX - 1 * Ct ."' PUMPH 11 - Iii Q Q 'I •a a 1 Ir1 Cl_ • • ;f aR- 41, 1 a - = meiMI _4. .° 4 '� • Ili• 'NI ‘ �•1 a _ _ PUMP HOUSE _ r = 2 �S • V v r .a • — _ O 1 -. - . a •' _ .� , Z -J WO - : . • . •i _ .Y - a • Yam, VII vzi(R-24 - xr K"dr• - LB-12,14,16 2#10,#10G)1"CIL Z rJP i._ 414 I . n • 0 il 0_ < • . r .. .0as Z 11W- jil r. m1 - _. . O NORTH SOUTH PATH AREA #4 PLAN SCALE:1"=20'0" AEC PROJECT#: 17020 STRANDED CAT 5 PATCH CABLE 1107 OUTDOOR GLOBAL PHOTOCELL WITH RJ45 CONNECTORS ROOF FACING NORTH DATE: ISSUE: 4,000 FT MAX IN 3/4"CONDUIT 03-23-17 PROGRESS '—`L 2#1SAWG 04-18-17 PERMIT ADDEND-OF-LINE TERMINATOR TO ,—I/ V I FIRST AND LAST DEVICE ON BUS a 00 / v 00 DTCO2400 00 00 CD ADD END-OF-LINE TERMINATOR GR2400 PCCI 2WO SM NE1 00 00 TO FIRST AND LAST DEVICE ON BUS ( LOCATION:NEXT TO 4)#24 AWG to RR&LB) Drawn By: Checked By: PANEL telephone backboard ( $LV $LV SOH AEC Contractor to mount a telephone recept O LCP#2 LOCATION:TBD LOCATION:TBD (Modem connection is GR2400 DTCMOD DV SM NE1 LOCATION:NEXT TO PANEL CH6 BXX PXX CH6 BXX PXX optional but would LOCATION:NEXT TO PANEL RR(&LB) provide free remote PID R1408 LTD INT BFCR IDIM programming) SOUTH REMOTE DV 1VB GR1408 LTD ENC HL SM NE1 PATH[,ram PROVIDEICE:PRICING GHTING CONTROL PER LIGHTING CONTROL. AREA #4 BASE PRICE:LIGHTING CONTROL PER LIGHTING DEDCERNAM. DEDUUCTT ALTERNATE PRICE:PROVIDE TIMECLOCK, LIGHTING CONTROL DIAGRAM PHOTOCELL AND CONTACTOR. PLAN Comments: **`DEVICES CAN BE DAISY CHAINED IN ANY ORDER,BUT THERE MUST BE A FIRST AND LAST DEVICE IN THE DAISY CHAIN!**` SCALE 1"=40'-0" ***THE FIRST AND LAST DEVICE MUST HAVE A TERMINATOR INSTALLED.NO OTHER DEVICES SHOULD HAVE A TERMINATOR*** ***THE MAXIMUM CAT5 RUN LENGTH OF THE DAISY CHAIN CAN NOT EXCEED 4,000FT*** ***ALL CAT5 CABLE MUST BE TESTED,AND THE FINAL ACTIVATION CHECKLIST MUST BE PERFORMED PRIOR TO SCHEDULING THE STARTUP VISIT*** E 2.2 ***PROVIDE ONE LIGHTING CONTROL AT RESTROOM PANELS"RR"AND ONE AT STAGE PANEL"LB"*** 4 of 4 IS COPYRIGHT 2014 ARCHITECTURAL ENGINEERING CONSULTANTS.INC.-