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Bus Shelter Pads Construction Project
Contract Archive Submittal Form A Avon C O L O R A D O All contracts must receive prior review and approval by the Town Attorney, INCLUDING all exhibits, attachments and scope of work. Check with the Town Attorney to verify the correct contract form to be used. Instructions Document Title: * Bus Shelter Pads Construction Project Upload Contract* PDF Only Vendor / Other Party Name-.* Department: * Name: * Dep"srerg Tim Thompson responsible for the contract: Contract Start Date: Contract End Date: * Name: Contract Notification Recipients 1: Tim Thompson Days: Advance E-mail Notification of 15 Expiration of Contract: Bus Shelters Pads PM Const Agmt_Hess Contracting Executed.pdf 8.14MB Hess Contracting, Inc. 9/30/2022 11/18/2022 Email Address:* tthompson@avon.org Email Address: tthompson@avon.org Recipients Name:* Recipients Email Address: Tim Thompson tthompson@avon.org Phone Number:* 5418101800 Contract Budget Amount: Budget Line Item: Financial: $ 203,969.00 Bus Shelters Special Terms: List any special terms that are unusual and require review or another negotiating point prior to expiration. Attach Exhibit: Exhibit 1 PDF Only Certificate needed:* No Council Action Required:* Yes Council Meeting Date of Approval: 9/27/2022 Resolution or Ordinance No: County Recording Required* No Comments: Do have any additional Documents you would like to No upload DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 PROJECT MANUAL FOR TOWN OF AVON BUS SHELTERS PADS CONSTRUCTION PROJECT September 2022 A Avon COLORADO DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 TOWN OF AVON COLORADO BUS SHELTERS PADS CONSTRUCTION PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS September 2022 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 TABLE OF CONTENTS CONTRACT REQUIREMENTS PR Proposal SC Special Conditions 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 SITEWORK SPECIFICATIONS 01560 Temporary Controls 01570 Traffic Controls 02230 Site Clearing 02300 Earthwork 02374 Slope Protection and Erosion Control 02630 Storm Drainage CONSTRUCTION DRAWINGS SHEET DESCRIPTION C-0 COVER SHEET C-1 BUS SHELTER — LOADED JOE'S C-2 BUS SHELTER — ANB BANK C-3 BUS SHELTER — AVON CROSSING / CANYON RUN C-4 BUS SHELTER — EAGLE BEND NORTH C-5 BUS SHELTER — WESTGATE PLAZA C-6 BUS SHELTER — BUFFALO RIDGE WEST T 1.0 TITLE SHEET A1.1 PLANS 7 ELEVATIONS A3.1 SECTIONS / DETAILS S-1 STRUCTURAL GENERAL NOTES S-2 STRUCTURAL GENERAL NOTES S-3 STRUCTURAL PLANS S-4 STRUCTURAL DETAILS Z-1 LACOR AVC 10 SHOP DRAWINGS PACKAGE X-1 AERIAL PHOTOS OF BUS STOP LOCATIONS 2022 STREET IMPROVEMENTS Table of Contents -i DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 INVITATION TO BID September 12, 2022 The Town of Avon, Colorado, will receive sealed bids for the Bus Shelters Pads Construction Project for the Town of Avon, Colorado. Bids shall be posted (uploaded) to the project page at https://www.bidnetdirect.com/colorado/townofavon until Monday, September 19, 2022, at which time and place all bids will be publicly opened and subsequently posted to the project web page. Construction of the Bus Shelters Pads Construction Project will generally consist of: Construction of six (6) concrete bus shelter pads and setting a new pre -fabricated bus shelter on each pad per engineered drawings. Surveying, saw cutting, excavation and disposal of existing concrete, shallow utilities and possible sprinkler line relocation, seeding/mulching, and safety barricades to control traffic and pedestrians are the general tasks required. All are located at existing bus stops in the Town of Avon as follows: - Shelter #1 Loaded Joe's — 180 Benchmark Road - Shelter #2 ANB Band — 70 Beaver Creek Place - Shelter #3 Avon Crossing/Canyon Run — 0170 Hurd Lane - Shelter #4 Eagle Bend North — 4650 Eagle Bend Drive - Shelter #5 West Gate Plaza — West Beaver Creek Blvd. - Shelter #6 Buffalo Ridge West — Building 3 Swift Gulch Road The Contract Documents, including plans and specifications, associated with this solicitation will be available online at https://www.bidnetdirect.com/colorado/townofavon on Monday, September 12, 2022. Questions or clarifications about the project will be received on the project page until 4:00 pm on Thursday, September 15, 2022. 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. DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. 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. OWNER: TOWN OF AVON, COLORADO By: Tim Thompson PE, Project Engineer DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. Securi 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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, nonresponsive, or conditional Bids. Discrepancies between words and figures will be resolved in favor of words. IB -4 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. Sig 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. I13-5 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 -2 8 MATERIALS FURNISHED BY OWNER ........................... SC -2 9 STATE AND LOCAL LAWS .......................................... SC -2 10 PROTECTION OF PUBLIC AND PRIVATE PROPERTY ...... SC -2 I I 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-1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 Article Number Title Page 21 RESIDENT PROJECT REPRESENTATIVE ........................ SC -4 22 INSURANCE............................................................. SC -5 23 PROGRESS PAYMENT RETAINAGE .............................. SC -5 24 LIQUIDATED DAMAGES ............................................. SC -6 25 QUALIFICATION OF BIDDERS ..................................... SC -6 26 SUBCONTRACTORS AND SUPPLIERS ........................... SC -6 27 CHARACTER OF WORKERS ........................................ SC -7 28 EMPLOYMENT OF OR CONTRACTS WITH WORKERS WITHOUT AUTHORIZATION SC -7 29 PRODUCTS............................................................... SC -7 30 STANDARD SPECIFICATIONS ...................................... SC -8 31 PRIME COAT AND TACK MATERIAL ............................. SC -8 32 MEASUREMENT AND PAYMENT .................................. SC -8 33 SPECIAL DATES......................................................... SC -8 34 MAINTAINING TRAFFIC ............................................. SC -8 35 CONSTRUCTION PHASING .......................................... SC -10 36 DRAWING LIST.......................................................... SC -10 37 ANTICIPATED PROJECT SCHEDULE .............................. SC -10 38 CONSTRUCTION SCHEDULE ....................................... SC -10 39 CONSTRUCTION ACCESSS AND SITE PLAN ................... SC -11 40 PROJECT QUANTITIES ................................................ SC -11 41 SUBMITTALS............................................................. SC -1 1 sc-ii DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 SPECIAL CONDITIONS Bus Shelters Pads Construction Project 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 at the 6 bus stops listed below all in Avon, Eagle County, Colorado: - Shelter #1 Loaded Joe's — 180 Benchmark Road - Shelter #2 ANB Band — 70 Beaver Creek Place - Shelter #3 Avon Crossing/Canyon Run— 0170 Hurd Lane - Shelter #4 Eagle Bend North — 4650 Eagle Bend Drive - Shelter #5 West Gate Plaza— West Beaver Creek Blvd. - Shelter #6 Buffalo Ridge West— Building 3 Swift Gulch Road 3. DESCRIPTION OF WORK Construction of six (6) concrete bus shelter pads and setting a new pre -fabricated bus shelters (1.5 ton) on each pad per engineered drawings. Surveying, saw cutting, excavation and disposal of existing concrete, bollards installation (4), shallow utilities and possible sprinkler line relocation, seeding/mulching, and safety barricades to control traffic and pedestrians are the general tasks required. 4. ACQUISITION OF LAND, RIGHTS -OF -WAYS, AND EASEMENTS Deleted 5. CONSTRUCTION STAKING The CONTRACTOR will perform construction staking drawings and specifications. SC -1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 6. ELECTRIC POWER AND WATER General use of OWNER'S electric power and water is not permitted. The CONTRACTOR will be responsible for supplying electric power and water. 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 concrete, asphalt, broken pipe, 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. SC -2 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 13. INCREASED OR DECREASED OUANTITIES 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, including parked vehicles, material laydown, etc., within the limits of construction as approved by the OWNER after discussion/agreement with CONTRACTOR. 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 Deleted 19. CONCRETE STRENGTH REQUIREMENTS Concrete for bus shelter pads and bench/trash bin slabs shall be per CONCRETE MIX TABLE — Sheet S-1 General Notes — TOWN OF AVON BUS SHELTERS 12/11/2015 20. INSPECTION At all times, representatives of the OWNER, representatives of agencies affected by the SC -3 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 jurisdiction over the Project, and report the outcome of these inspections to ENGINEER. SC -4 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 injury and property damage, each accident. SC -5 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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, 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 $1,500.00 per day and will be doubled to $3,000.00 per day after 30 days. 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. The most recent six (6) completed projects constructing post -tensioned concrete courts performed by the CONTRACTOR in the last five (5) years. B. Plant and equipment, in detail, available and which he proposes on this Work. C. Recent financial statements relative to resources, including cash and bank credits available. D. Names of surety company that has indicated it's willingness to bond the Bidder. A Bidder otherwise qualified may be required, either before or after the bid opening, to SC -6 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 provide a comprehensive list with contact details of all projects constructing post -tensioned concrete courts and to 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. EMPLOYMENT OF OR CONTRACTS WITH WORKERS WITHOUT AUTHORIZATION This paragraph shall apply to all Contractors whose performance of work under this Agreement does not involve the delivery of a specific end product other than reports that are merely incidental to the performance of said work. This paragraph shall not apply to any services falling under the exceptions provided for in C.R.S. 8-17.5-101(b)(I)-(V). Contractor shall not knowingly employ or contract with an worker without authorization to perform work under this Agreement. Contractor shall not contract with a subcontractor that fails to certify that the subcontractor does not knowingly employ or contract with any workers without authorization. By entering into this Agreement, Contractor certifies as of the date of this Agreement it does not knowingly employ or contract with an worker without authorization who will perform work under the public contract for services and that the Contractor will participate in the e -verify program or department program in order to confirm the employment eligibility of all employees who are newly hired for employment to perform work under the public contract for services. The Contractor is prohibited from using either the e -verify program or the department program procedures to undertake pre-employment screening of job applicants while this Agreement is being performed. If the Contractor obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an worker without authorization, the Contractor shall be required to notify the subcontractor and the Town within three (3) days that the Contractor has actual knowledge that a subcontractor is employing or contracting with an worker without authorization. The Contractor shall terminate the subcontract if the subcontractor does not stop employing or contracting with the worker without authorization within three (3) days of receiving the notice regarding Contractor's actual knowledge. The Contractor shall not terminate the subcontract if, during such three days, the subcontractor provides information to establish that the subcontractor has not knowingly SC -7 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 employed or contracted with an worker without authorization. The Contractor is required to comply with any reasonable request made by the Department of Labor and Employment made in the course of an investigation undertaken to determine compliance with this provision and applicable state law. If the Contractor violates this provision, the Town may terminate this Agreement, and the Contractor may be liable for actual and/or consequential damages incurred by the Town, notwithstanding any limitation on such damages provided by such Agreement. 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 Deleted 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 Deleted SC -8 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 34. MAINTAINING TRAFFIC A. Construction Operations: A Construction Zone Traffic and Pedestrian Control Plan shall be submitted to the Town of Avon for review and approval no later than ten (10) days after the Notice of Award. 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. B. The Town of Avon will close each bus stop UP TO A MAXIMUM OF 14 DAYS WHICH WILL COMMENCE UPON NOTIFICATION BY THE CONTRACTOR THAT WORK IS BEGINNING ON THAT SPECIFIC SITE. C. EAGLE COUNTY SCHOOL DISTRICT uses the West Buffalo Ridge and Eagle Bend stops and THE CONTRACTOR MUST MAKE allowances for children to load/unload in the street AT A LOCATION MUTUALLY AGREED BY THE TOWN AND SCHOOL DISTRICT. C. Expenses: 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. D. Maintaining 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 the school and Nottingham Park and must use a reasonable effort to coordinate his work with the ENGINEER. CONTRACTOR shall be responsible for traffic control for parking lot closures, sidewalk detours and park path traffic. CONTRACTOR shall be responsible for making such reasonable effort to obtain approval from the ENGINEER at least 24 hours prior to start of related activities. E. Costs: 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 CONTRACTOR shall provide a general description and sketch of the plan for construction including estimated timing, storage areas, etc. for construction phasing required at each location. SC -9 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 36. 37 IRV DRAWING LIST - CONSTRUCTION SETS Civil SHEET DESCRIPTION CO Title Sheet A L I C1 Bus Shelter #1 Loaded Joe's — 180 Benchmark Road C2 Bus Shelter #2 ANB Band — 70 Beaver Creek Place C3 Bus Shelter #3 Avon Crossing/Canyon Run — 0170 Hurd Lane C4 Bus Shelter #4 Eagle Bend North — 4650 Eagle Bend Drive C5 Bus Shelter #5 West Gate Plaza — West Beaver Creek Blvd. C6 Bus Shelter #6 Buffalo Ridge West — Building 3 Architectural / Structural SHEET DESCRIPTION T1.0 Title Sheet A L I Plans & Elevations A3.1 Section / Details S-1 Structural General Notes S-2 Structural General Notes S-3 Structural Plans S-4 Structural Details ANTICIPATED PROJECT SCHEDULE Contractor Questions Deadline Bid Opening Notice of Award Pre -Construction Meeting Notice to Proceed Construction Period CONSTRUCTION SCHEDULE Thursday, September 15, 2022 (4:00 pm) September 19, 2022 September 28, 2022 TBD September 29, 2022 September 30 — November 18, 2022 A. Submit initial progress schedule during Pre -Construction Meeting. 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. 39. CONSTRUCTION ACCESS AND SITE PLAN Deleted SC -10 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. A. A traffic control plan shall be submitted to the OWNER for review and approval no later than ten (10) days from the Notice of Award. B. Concrete Mix Design C. Rebar Design D. Bolting / Wedge Anchor Plan to secure bus shelter to new concrete pad 42. CLEAN OUT OF PERIMETER DRAIN PIPES Deleted 43. WATERPROOFING Deleted 44. CULVERTS AND STORM SEWERS Deleted 45. EROSION CONTROL Protection devices shall apply to all construction scenarios and will be determined in reasonable consultation with the ENGINEER. SC -11 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 TOWN OF AVON BUS SHELTERS PADS CONSTRUCTION PROJECT BID FORM PROPOSAL OF !fIE5 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 Bus Shelters Pads Construction 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: ITEM DESCRIPTION UNIT QUANTITY TOTAL Bus Shelters Pads Construction Project Town of Avon 0 Mobilization LS 1 1 Shelter #1 Loaded Joe's -180 Benchmark Road LS 1 2 1 Shelter #2 ANB Bank - 70 Beaver Creek Place LS 1 3 Shelter #3 Avon Crossing/Canyon Run -0170 Hurd Lane LS 1 4 Shelter #4 Eagle Bend North - 4650 Eagle Bend Drive LS 1 5 Shelter #4 Eagle Bend North - 4650 Eagle Bend Drive LS 1 6 Shelter #6 Buffalo Ridge West -Building 3 Swift Gulch Rd. LS 1 TOTAL BASE BID ZQ 1. Total Base Bid: 1-;,/o 4uKQ(Z&-Q T4 E:'- -F Ou5AQ0 PM I-IU00 (2&-D Sz)Cff PA tars and NO cents ($ 2C)l ?6 �00 - 2. Total Base Bid + Total Bid Alternates: Dollars and Addenda cents ($ L-1 L-3 L-5 L-6 BF -1 r•T1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 TBD and the undersigned shall cause work to progress in a manner satisfactory to the Owner. Such work shall be completed no later than November 18, 2022. The undersigned bidder further agrees to pay as liquidated damages the sum of $1,500.00 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. c .gyp Signed /� C� y J P'i" 2 �l6`i Si ed at �1 ,this / da of E �'J� 2. Contractor's License No. BF -2 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 NOTICE OF AWARD less Gvit-rac�inq jr-u. TO: RayMon j liens (Contractor) 65 Silver Edwa rd.s I CO g 1(o32„ (Address) PROJECT DESCRIPTION: The Town of Avon, Colorado has considered the PROPOSAL submitted by you for the above described. You are hereby notified that your PROPOSAL has been accepted for the Project in the amount of $ -20 3,96 74P --- You are required 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 PROPOSAL 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 2( day of 5efeMb(12022 Town of Avon, Colorado B PE Title: Protect- Engineer Receipt of the above NOTICE OF AWARD is hereby acknowledged by Hess Contracting, Inc. _, this the _28th_ day of September _ 2022 By: Nvaywtonvl lfe s Title: President NA -i DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 CONSTRUCTION AGREEMENT Bus Shelters Pads Construction Project THIS AGREEMENT is dated as of the 30 day of September in the year of 2022 by and between: Town of Avon, Colorado (hereinafter called OWNER) and Hess Contracting, Inc (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 Bus Shelters Pads Construction Project: Construction of six (6) concrete bus shelter pads and setting a new pre -fabricated bus shelters (1.5 ton) on each pad per engineered drawings. Surveying, saw cutting, excavation and disposal of existing concrete, bollards installation (4), shallow utilities and possible sprinkler line relocation, seeding/mulching, and safety barricades to control traffic and pedestrians are the general tasks required. 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 30, 2022 and November 18, 2022. 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 Proposal PR -1 dated 09/19/2022 ) Article 5. PAYMENT PROCEDURES 5.1 Contractor shall submit Applications for Payment in accordance with Article 14 CA -1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 Proposal (page P-1) 7.2 Instruction to Bidders (pages IB -1 to I13-6) 7.3 Performance and Labor & Materials Bonds 7.4 Notice of Award (page NA -1) CA -2 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 7.5 Construction Agreement (pages CA -1 to CA -5) 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 listed below by number, title, date and revision number with each sheet: SHEET DESCRIPTION C-0 COVER SHEET C-1 BUS SHELTER — LOADED JOE'S C-2 BUS SHELTER — ANB BANK C-3 BUS SHELTER — AVON CROSSING / CANYON RUN C-4 BUS SHELTER — EAGLE BEND NORTH C-5 BUS SHELTER — WESTGATE PLAZA C-6 BUS SHELTER — BUFFALO RIDGE WEST T1.0 TITLE SHEET A L I PLANS 7 ELEVATIONS A3.1 SECTIONS / DETAILS S-1 STRUCTURAL GENERAL NOTES S-2 STRUCTURAL GENERAL NOTES S-3 STRUCTURAL PLANS S-4 STRUCTURAL DETAILS Z-1 LACOR AVC 10 SHOP DRAWINGS PACKAGE X-1 AERIAL PHOTOS OF BUS STOP LOCATIONS 7.10 Addenda numbers to N/A , inclusive 7.11 Documentation submitted by CONTRACTOR prior to Notice of Award (pages to , inclusive) 7.12 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. CA -3 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 September 30, 2022. OWNER Town of Avon, Colorado Doc igned by: By �394E� 16... At CDocuSigned by: eXaAff bv�- ODEC05217105422_. Address for giving notices: CA -5 CON r � QR; hSS By F91A4894C572A474... Attest Address for giving notices: License No. Agent for service of process: DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 EXHIBIT A PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS that a (Corporation) (Name of Contractor) (Address of Contractor) (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 hereinafter called Principal and 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 , 2022, a copy of which is hereto attached and made a part hereof for the construction of: Project 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. PB -1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 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 32022 ATTEST: (Principal Secretary) (Witness as to Principal) (Address) ATTEST: Surety Secretary (Witness as to Surety) (Address) (Principal) By (Address) Surety By Attorney -in -Fact PB -2 (Address) DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 EXHIBIT B LABOR AND MATERIALS BOND KNOW ALL MEN BY THESE PRESENTS: that a (Corporation) (Name of Contractor) (Address of Contractor) (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 hereinafter called Principal, and 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 , 2022, a copy of which is hereto attached and made a part hereof for the construction of: Project 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. LMB -1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 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 , 2022 ATTEST: Principal Secretary Principal Witness as to Principal (Address) ATTEST: Surety Secretary Witness as to Surety LM LM (Address) Surety Attorney -in -Fact (Address) (Address) LMB -2 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 NOTICE TO PROCEED TO: Date: (Name of Contractor) Project: Bus Shelters Pads Construction 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 by Town of Avon, Colorado IM Title: Address: P.O. Box 975 Avon, CO 81620 Telephone: 970-748-4134 ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged By , (Contractor) This the day of , 2022 Title: Telephone: NP -1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 CHANGE ORDER Order No.: Date: Agreement Date: NAME OF PROJECT: Bus Shelters Pads Construction 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 APPROVALS REQUIRED: Approved by Engineer: Accepted by Contractor: Accepted and Approved by Owner: Federal Agency Approval (where applicable): Co-] (Date). DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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-1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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) 14.16 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. l , 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 - 1 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 INDEX TO GENERAL CONDITIONS Article or Paragraph Nrnmher 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 INDEX TO GENERAL CONDITIONS Article or Paragraph N71mhPr 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 INDEX TO GENERAL CONDITIONS Article of Paragraph Number Unit Prices, Adjustment of 11.9 Use of Premises 6.16, 6.17, 6. l 8 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. En ig neer - 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 (90) 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. Startingthe e 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 Owner's Liabilitv 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 Receint and ADnlication 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 Eauipment: 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: L 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. Deleted: ¶ 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, 108' Congress, as amended ("basic pilot program")) that the Contractor does not employ any illegal aliens and, if the Contractor is not accepted into GC -13 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 famish 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 Reeulations: 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. GC -18 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 Emergencies 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 GC -19 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 Work shall be commenced until submittal has been reviewed and approved by ENGINEER. 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. Land 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. GC -26 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. 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. GC -27 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 Limitations on ENGINEER'S Responsibilities: 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 Contract Documents. Uncovering: 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 anytime 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 ARTICLE 17 MISCELLANEOUS GivingNotice: 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. Greneral 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. Assi _gement: 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 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 2021 STREET IMPROVEMENTS TEMPORARY CONTROLS 01560-1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 2021 STREET IMPROVEMENTS TEMPORARY CONTROLS 01560-2 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 SECTION 01570 TRAFFIC CONTROLS PART1 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 Department 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 (2 1) days after the Notice of 2021 STREET IMPROVEMENTS TRAFFIC CONTROLS 01570-1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. 2021 STREET IMPROVEMENTS TRAFFIC CONTROLS 01570-2 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 final 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. WNMWW1y040110Mei 2021 STREET IMPROVEMENTS TRAFFIC CONTROLS 01570-3 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 SECTION 02230 SITE CLEARING PART1 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 2021 STREET IMPROVEMENTS SITE CLEARING 02230-1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. 2021 STREET IMPROVEMENTS SITE CLEARING 02230-2 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 2021 STREET IMPROVEMENTS SITE CLEARING 02230-3 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 f.`II��Ei [IZ►�TCi1I17 EARTHWORK PART1 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. 2021 STREET IMPROVEMENTS EARTHWORK 02300-1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. 2021 STREET IMPROVEMENTS EARTHWORK 02300-2 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. MiEffe "I, N -110a el A. This work shall be considered incidental to completion of the project and shall be performed by and at the expense of the CONTRACTOR. 2021 STREET IMPROVEMENTS EARTHWORK 02300-3 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. 2021 STREET IMPROVEMENTS EARTHWORK 02300-4 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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: 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 2021 STREET IMPROVEMENTS EARTHWORK 02300-5 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. 2021 STREET IMPROVEMENTS EARTHWORK 02300-6 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 2021 STREET IMPROVEMENTS EARTHWORK 02300-7 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 SECTION 02374 SLOPE PROTECTION AND EROSION CONTROL PART1 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. 2021 STREET IMPROVEMENTS SLOPE PROTECTION & EROSION CONTROL 02374-1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. 2021 STREET IMPROVEMENTS SLOPE PROTECTION & EROSION CONTROL 02374-2 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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. £ 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. 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. 2021 STREET IMPROVEMENTS SLOPE PROTECTION & EROSION CONTROL 02374-3 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 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 2021 STREET IMPROVEMENTS SLOPE PROTECTION & EROSION CONTROL 02374-4 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 SECTION 02630 STORM DRAINAGE PART1 GENERAL 1.01 DESCRIPTION A. Work included: Excavation, backfill, bedding, and installation of culverts, pipe, manholes, catch basins, inlets, outlets, underdrains, irrigation ditches, channelization, detention storage, siphons and all necessary appurtenances. B. Related Work: 1. Site clearing: Section 02230 C. Definition: 1. Trench Excavation: Excavation of all material encountered along trench other than rock excavation. 2. Rock Excavation: All solid rock formations which cannot be reasonably broken by a backhoe with 3/4 cubic yard bucket with bucket curling force and stick crowd force of 35,000 lbs. each, and requiring drilling and blasting. 1.02 SUBMITTAL A. Submit shop drawings or product data showing specific dimensions and construction materials for: 1. Precast Manholes 2. Precast Catch Basins 3. Frames, Grates, Covers B. Test Reports: Submit laboratory gradation tests for bedding and trench stabilization materials, concrete mix design, and compression test. 1.03 JOB CONDITIONS Environmental Requirements: Except by specific written authorization, cease concreting when descending air temperature in shade and away from artificial heat falls below 35 degrees F. and there is frost in subgrade. When concreting is permitted during cold weather, temperature of mix shall not be less than 60 degrees F. at time of placing. PART 2 - PRODUCTS 2.01 PIPE AND FITTINGS A. Non -Reinforced Concrete Pipe: ASTM C14 2021 STREET IMPROVEMENTS STORM DRAINAGE 02630-1 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 B. Reinforced Concrete Pipe: ASTM C76, circular; ASTM 506, arch; ASTM 507, vertical or horizontal elliptical. Class pipe as shown on drawings. C. Concrete End Section: Same ASTM specification as pipe. Equivalent in area as circular pipe. D. Corrugated Steel Pipe and Arches: AASHTO M36, gauge as shown on drawings. Bands shall conform to following: Pipe Size Corrugations Number Bolts Inches 2-2/3" x 1/2" 3" x 1" 6-30 7" - 2 ea 36-60 12" 14" 3 ea 66-120 24" 20" 5 ea Thickness of band one gauge less than pipe but not less than 16 gauge. E. Corrugated Steel Pipe End Section: Sizes and dimensions shown on drawings. Materials same as corrugated steel pipe. F. Bituminous Coating: Where required on corrugated steel pipe and fittings, AASHTO M190, Type A, with minimum thickness of 0.03". Coupling bands fully coated. G. HDPE Pipe: ADS N-12 WT. Pipe shall have a smooth interior and annular corrugations. AASHTO M274, Type S or ASTM F2306. 2.02 UNDERDRAIN PIPE A. Corrugated Steel: AASHTO M36 Type III. Holes 3/8" double row each side of pipe for 6"-10" size pipe. Triple row each side of pipe for 12"-21" pipe. Spaced in center of each depressed corrugation nearest to center pipe. Install hole row each side of pipe for 6"-10" pipe; triple row each side of pipe for 12"-21" pipe. B. Rigid PVC Schedule 40. C. Flexible Polypropylene or Polyethylene/Hancor. 2.03 PREFABRICATED INLETS AND OUTLETS A. Corrugated Steel Units: Conform to drawing dimensions, AASHTO M36. Bituminous coating when specified, AASHTO M190, Type A. Steps fabricated into units. B. Precast Concrete Units: In accordance with drawings, ASTM C478 and C789, wall "B", wall thickness 1/12 internal diameter. Steps precast into units. 2.04 MANHOLE A. Manhole Bases: Precast concrete. Manhole base and first barrier section cast monolithic per ASTM - C478. 2021 STREET IMPROVEMENTS STORM DRAINAGE 02630-2 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 B. Manhole Sections: ASTM C478. Precast concrete with minimum wall thickness 1/12 of internal diameter. Cones eccentric. C. Manhole Ring and Cover: Cast iron, ASTM A48. Ring and cover combined weight greater than 400 lbs., machined to fit securely. Non -rocking cover. Hot dipped in asphalt. D. Manhole Steps: Two non-skid grooves in the surface of step and capable of carrying load of 1,000 lbs. 6" from face of manhole. E. Manhole Joint Sealant: RubberNek. 2.05 SLOTTED DRAIN AASHTO M36 with grate assembly, ASTM A123. Joint and couplers of ring compression type. Where required, expanded wire mesh attached across top of drain opening. Fittings provided with annular ends for hugger -type bands. 2.06 FRAMES, GRATES, COVERS, AND STEP Metal units conform to drain dimensions and to following for designated material. A. Gray Iron Castings: AASHTO M105. B. Carbon -Steel Castings: AASHTO M103. C. Ductile Iron Castings: ASTM A536. D. Structural Steel: AASHTO M183 and ASTM A283, Grade B. Galvanizing, where specified, AASHTO M111. 2.07 BEDDING A. Pipe and culvert - roadbase, percent by weight passing square mesh sieves: 3/4", 100; No.4, 30-65; No. 8, 25-55; No. 200, 3-12. B. Underdrain - washed gravel: percent by weight passing square mesh sieves: I", 100%; 3/4", 95-100%; No.4, 0-5%. 2.08 CONCRETE MATERIALS A. General: All materials furnished from sources approved by Engineer. B. Cement: ASTM C150 for Portland Cement, Type II. Cement which has become partially set or contains lumps, caked cement and have been exposed to inclement weather shall be rejected. C. Aggregate: ASTM C33. D. Water: Water used in mixing or curing concrete shall be clean and free from oil, acids, salt, alkali, or organic materials harmful to concrete. 2021 STREET IMPROVEMENTS STORM DRAINAGE 02630-3 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 K11=If) ► Lei 900aLyJi►:/ A. Design Mix: 1. Proportions: Cement 5-1/2 sacks per cubic yard Coarse aggregate 43% Water 5.5 Gallons per sack Maximum size aggregate 3/4" 2. Slump: 4" maximum 3. Strength: Minimum 3,000 psi at 28 days 4. Air Content: 5%-7% B. Job Mixed Concrete: Mixed in drum mixer conforming to Concrete Paving Mixer Standards of Mixer Manufacturers Bureau of Associated General Contractors of America. Mixer shall be capable of combining aggregates, cement, and water into thoroughly mixed and uniform mass. Discharge entire contents of drum before recharging. Continue mixing of each batch for not less than 10 minutes after all materials are in drum. C. Ready Mixed Concrete: Proportioned, mixed, and transported in accordance with ASTM C94. Any concrete not plastic and workable when it reaches project shall be rejected. PART 3 EXECUTION 3.01 TRENCHING A. Trench Excavation: Excavate to depths required. Confine excavation to work limits. B. Rock Excavation: Prior to removal, notify Engineer of areas requiring rock excavation. C. Blasting: In general blasting will be allowed in order to expedite the work if a permit by the local authority having jurisdiction is granted. All explosives and appurtenances shall be transported, handled, stored and used in accordance with the laws of the local, state and federal governments, as applicable. All blasting shall be controlled so as not to injure any existing structure or facility. The protection of life and property and all liability for blasting shall be placed solely on the person or persons conducting the blasting operation. The hours of blasting shall be in accordance with the permit of the local authority. Prior to blasting, provide minimum 24 hour notification to Engineer. 3.02 UNSTABLE TRENCH BOTTOM, EXCAVATION IN POOR SOIL If the bottom of the excavation at subgrade is found to be soft or unstable or to include ashes, cinders, refuse, vegetable or other organic material, or large pieces or fragments of inorganic material that cannot satisfactorily support the pipe or structure, then the Contractor shall further excavate and remove such unsuitable material. Before the pipe or structure is installed, the subgrade shall be accepted by the Engineer. 2021 STREET IMPROVEMENTS STORM DRAINAGE 02630-4 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 U[1111 .11a17111112 �710:1ak"Al 0:/_1 0 111110 11113 a19101I'll ufy A. Pipe: Install in conformance with drawings. Place from minimum of 4" below bottom of pipe to centerline for full width of trench. B. Culvert: Install in conformance with drawings. Place from minimum of 6" below bottom of pipe to centerline of pipe for entire width of trench. 3.04 PIPE INSTALLATION A. General: For new embankments, place fill so width each side of pipe is at least five (5) times pipe diameter. After embankment is placed, proceed with trenching. Begin all pipe installation at downstream end. Bell or groove ends of rigid conduit and outside circumferential laps of flexible conduit facing upstream. Place flexible conduits with longitudinal laps or seams at sides. B. Corrugated Steel Pipe: Remove all loose excavated materials from bottom of trench and install bedding to required thickness. Install pipe true to line and grade. Install remaining bedding material along sides of pipe to avoid any voids. Repair bituminous coating damage using similar coating material. Lubricate coupler bands. Vertical elongation caused by backfill operation shall not exceed 3% of pipe diameter. Compact backfill to 90% AASHTO T99 and continue to 1' over top of pipe. C. Concrete Pipe: Extend bedding around bell where bell and spigot pipe is used. Place pipe on bedding as shown on drawings. Place remaining bedding along pipe sides with no voids. Compact backfill to 95% AASHTO T99 and continue to 1' over pipe. D. HDPE Pipe: Installation shall be in accordance with ASTM D2321 and ADS recommended installation guidelines, with the exceptions that minimum cover in traffic areas for 24 -inch through 48 -inch shall be one foot and for 60 -inch diameters, the minimum cover shall be 2 -feet in single run applications. Backfill for minimum cover situations shall consist of ADS Class 1 or Class 2 (minimum 98% SPD) material. E. Underdrain Pipe: General: Install to lines and grades shown on drawings. Extend underdrain material a minimum of 6" over top of pipe. Cover underdrain material for entire width of trench with filter fabric. If shown on drawings, line trench with fabric before installing pipe and underdrain material. 2. Concrete Pipe: Install with bell resting on trench bottom facing up grade, with underdrain material supporting pipe. Corrugated Steel or PVC Pipe: Holes or perforations placed down with maximum V underdrain material under pipe. Joint according to manufacturer's recommendations. 2021 STREET IMPROVEMENTS STORM DRAINAGE 02630-5 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 3.05 SLOTTED DRAIN INSTALLATION Install in accordance with drawings. Trench as narrow as possible and backfill to create uniform foundation side support. Install true to line and grade. 3.06 MANHOLE CONSTRUCTION A. Manhole: Construct in accordance with drawings. Extend concrete manhole base at least 8" below pipe barrel. Slope floor of manhole from centerline of pipe to maximum of 2" above top of pipe at face of manhole. Shape invert after manhole is set. Construct side branches with as large radius of curvature as possible to connect to main invert. Inverts shall be smooth and clean with no obstructions, allowing insertion of expandable plug in pipe. Place complete and continuous roll of joint sealant on base ring in sufficient quantity, so there will be no spaces allowing infiltration. Join each succeeding manhole section in similar manner. Trim away all excess material and repair all lifting holes. Turn eccentric cone and steps away from roadway ditch. B. Manhole Ring and Cover: Install at grade of finished surface. Where surface will be completed after manhole construction, set top of cone so maximum of six - two inch thick reinforced concrete rings will adjust ring and cover to final grade. 3.07 CONNECTION TO EXISTING MANHOLE Make connections to existing manholes, where no pipe is stubbed out, in similar manner as new manhole. Break small opening in existing manhole as necessary to insert new pipe and attain watertight seal. Chip existing concrete bench inside manhole to provide enough thickness for mortar bed to make new smooth continuous invert. Place expandable waterstop around portion of sewer pipe inserted into existing manhole. Use expandable grout to completely fill hole in manhole to create watertight repair. 3.08 CONCRETE WORK A. Placement: Place to required depth and width conforming to drawings. Place concrete as uniformly as possible to minimize amount of additional spreading. Place and consolidate with suitable tools to avoid formations of voids, honeycomb, or pockets. Well vibrated and tamped against forms. B. Retempering: Do not retemper concrete or mortar which has partially hardened by remixing with or without additional cement, aggregate, or water. Provide concrete in such quantity as is required for immediate use. C. Curing: Protect against loss of moisture, rapid temperature change, rain, or flowing water, for not less than two days from placement of concrete. Immediately after finishing, cover concrete surface with curing medium which is applicable to local conditions as approved by Engineer. Protect exposed edge of concrete slabs by removing forms immediately to provide these surfaces with continuous curing treatment. 3.09 BACKFILL A. One Foot Over Pipe: Use 3/4" road base for cover material and backfill by approved mechanical methods. Cover material shall be clean, free from organic materials, chunks 2021 STREET IMPROVEMENTS STORM DRAINAGE 02630-6 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 of soil, frozen material, debris or other unsuitable materials. Place and compact starting at top of pipe bedding extending upwards to 1' above top of pipe. Place in lifts to a density of 95% AASHTO T99, at a point 6" above top of pipe. B. Remainder of Trench: Backfill with same materials excavated from work limits unless unsuitable. No rocks over 6" in diameter in top 12" of trench. No backfill material with rocks larger than 12" in diameter. 3.10 COMPACTION A. Demonstrate method of compaction. Engineer will test compacted demonstration section for uniform density throughout depth of each lift. Alter construction methods until providing one acceptable to Engineer. Continue same procedure until significant change in soils occurs, or required compaction is not being achieved, then demonstrate new method. B. Compaction requirements for all trenches: Predominantly of cohesive soils where AASHTO T99 procures are applicable: Compact uniformly throughout each lift to 95% AASHTO T99. Moisture content shall be within 2% of optimum. For clay soils the moisture content shall be 0 to 2% of optimum. For fills over 8' compact each lift to 100% AASHTO T99, moisture content within 2% of optimum. 2. Predominantly of rock, to 12" in diameter: Place in loose lifts up to average rock dimension. Placing of occasional boulders of sizes larger than maximum layer thickness may be agreed to by Engineer, provided material is carefully placed and large stones well distributed with voids completely filled with smaller stones, earth, sand, or gravel. Level and smooth each layer to distribute soils and finer fragments of earth. Wet each loose layer as necessary to facilitate compaction prior to placing additional lifts. 3.11 CONCRETE STRUCTURES A. General: Cast -in-place concrete conforming to dimensions shown on the drawings and accurate to tolerances of 1/4". Install forms so all finished lines will be true and straight. Install reinforcing steel with the spacing between the forms and between bars as shown on drawings. Keep excavation dry during construction. Compaction requirements same as above. B. Inlets and Outlets: Either cast -in-place or precast units, in accordance with drawings. When required, set castings accurately to grade with adjustment courses of brick in full mortar beds. Construct pipe inverts or smooth concrete inverts same size as pipe up to centerline of pipe, with bench to stand on. C. Frames, Grates, Covers, and Steps: Install accurately according to drawings. Anchor castings in place and set in adjustment mortar to assure firm foundation. D. Trash Guards: Install in accordance with drawings and manufacturer's recommendations. 2021 STREET IMPROVEMENTS STORM DRAINAGE 02630-7 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 3.12 PAVEMENT REMOVAL AND REPLACEMENT Score existing surface with cutting wheel to create clean break line. Remove and dispose of existing surface and aggregate base course. Leave 6" undisturbed subgrade lip on each side of trench. After trench has been backfilled and properly compacted, place aggregate base course in accordance with permit requirements or minimum thickness in these specifications. Compact aggregate base course to 95% AASHTO T180 moisture content shall be within 2% of optimum. Replace pavement in accordance with permit requirements or minimum thickness in these specifications. Compact asphalt to 95% ASTM D1559; consolidate concrete with vibrators. 3.13 FIELD QUALITY CONTROL Notify Engineer at least 24 hours in advance of pipe being laid in any trench. Cover no pipes until observed by Engineer. 3.14 TESTING The Contractor shall video camera (TV) all installed storm sewer pipe prior to final paving and/or other final surface treatments being completed. A copy of the videotaping with a listing of the type and location of all irregularities shall be provided for review and approval. 3.15 CLEANUP AND RESTORATION Restore all pavements, curbs, gutters, utilities, fences, irrigation ditches, yards, lawns, and other structures or surfaces to condition equal to or better than before work began, and to satisfaction of Engineer. Remove and dispose of all waste materials off site. 3.16 ASBUILTS Contractor shall provide field surveyed As -constructed drawings of the drainage system to the standards and format of the Owner. The Contractor shall field survey the storm sewer and drainage facilities and appurtenances after installation but prior to burying the facilities. Contractor shall certify in writing to Engineer that the installation has been accomplished in accordance with the plans and specifications approved by the Owner and that the As -constructed drawings represent an accurate representation of such work. END OF SECTION 2021 STREET IMPROVEMENTS STORM DRAINAGE 02630-8 DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 W Z CONSTRUCTION PLANS FOR a W 2022 BUS SHELTERS AT LOADED JOE'S, z ,° ANB BANK, AVON CROSSING EAGLE BEND NORTH o W ya2 WESTGATE PLAZA AND BUFFALO RIDGE WEST z — fhz° as �7 ," TOWN OF AVON, EAGLE COUNTY, STATE OF COLORADO 1,4 W W fO o GENERAL NOTES oa , aY v - V 1. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE OWNER AND THE z ENGINEER AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. NO CONSTRUCTION WILL BE M PERMITTED PRIOR TO THE PRECONSTRUCTION MEETING. ,y b7,; M, 2. THE CONTRACTOR IS WARNED THAT CONFLICTS WITH EXISTING UTIUTY SERVICES MAY EXIST. PRIOR TO BEGINNING ANY CONSTRUCTION,THE CONTRACTOR SHALL CONTACT ALL APPROPRIATE UTIUT! COMPANIES FOR UNE LOCATIONS. HE SHALL THEN LOCATE ALL UTIUTIES(INCLUDING DEPTH BY c " S9, POTHOLING). ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE C5 i,,.•• �,�,: - ATTENTION OF THE ENGINEER SO THAT MINOR UNE OR GRADE CHANGES CAN BE MADE TO ELIMINATE F-�,� C�,� �_ •co$ ANY CONFLICTS WITH THESE EXISTING UTIUTIES.ALL EXISTING UTILITIES SHALL BE PROTECTED FROM S th i.2_„$o oD DAMAGE BY THE CONTRACTOR.DAMAGED UTIUTIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ¢ p• of Q.ci EXPENSE TO OWNER.CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION WITH CDOT AND te" E $ pow OTHER INTERESTED ENTITIES. ,.:1" t b p'o.2 c°o C2 ,67 C6 o C. 3. CONTRACTOR SHALL OBTAIN AT HIS EXPENSE ALL PERMITS AND INSPECTIONS WHICH ARE © _ • -� 15.21301. NECESSARY NSPECTIONSTO PERFORM SCHEDULED AHE PROPOSED WORK.MINIMUM OF 48 HOURS FNMITS A ADVANCE OFE OBTAINED AND CONSTRUCTION. Prater Rd h'IghWd' 6 Ri N ;«01 u o° 4. ALL CONSTRUCTION SHALL CONFORM TO MUNICIPAL,DISTRICT AND CDOT STANDARDS AND L��O,,r SHir(t Gulch Rd Z 3,.��o c E.' SPECIFICATIONS AND BE SUBJECT TO CONSTRUCTION OBSERVATION BY THEIR REPRESENTATIVES. COPIES P Q Crl - O o o.+o 0 8 OF MUNICIPAL AND DISTRICT STANDARDS MUST BE OBTAINED BY THE CONTRACTOR. CONTRACTOR o SHALL HAVE ONE(1)SIGNED COPY OF THE PLANS AND A COMPLETE SET OF THE CONTRACT rdtFr Roe c ClC1 CS SPECIFICATIONS p,I r_ ..54m, Gulo Q ov°8°o`°t8.� DOCUMENTS ON THE JOB SITE AT ALL TIMES. ti� o ,,_ h 9 L� £ ««°m 5. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. ANY MISSING hh'dy 6 Q C3 1' C4 . 0 w«a m 8°c€i DIMENSIONS OR DISCREPANCIES IN PLANS,FIELD STAKING OR PHYSICAL FEATURES SHALL BE f Hur afro Z `° n r c BROUGHT TO THE ATTENTION OF THE ENGINEER. IF CONTRACTOR PROCEEDS WITH THE WORK RCd.,er LO P a o f fr=i�o WITHOUT NOTIFYING THE ENGINEER,HE DOES SO AT HIS OWN RISK. l',45 a OCCA Cr,P>E 0 0'c o° Ec c 6. IF CONSTRUCTION DOCUMENTS ARE UNCLEAR,OR IF ERRORS OR DISCREPANCIES ARE Rd Blvd n o° c x°a DISCOVERED, THE ENGINEER SHALL NOT BE UABLE IF THE CONTRACTOR OR CLIENT MAKES HIS OWN _ -. °'€a° 9 o=� INTERPRETATION OF AND/OR REVISES THE ORIGINAL INTENT OF THE CONSTRUCTION DOCUMENTS AND a c c o o --..-0 ° DESIGN DRAWINGS. ea Lc «°o o.. P °•� Q 4:6e, 8Nd °`o c"o n 7. OBSERVATIONS OF THE WORK IN PROGRESS AND/OR FIELD TESTING PERFORMED BY THE i ny yNi C� 'o o u c s° ENGINEER SHALL IN NO WAY EXCUSE THE CONTRACTOR FOR DEFECTS DISCOVERED IN HIS WORK. A Aft,„ 6 Pp�, c m o E$am« 8. UNLESS OTHERWISE SPECIFIED OR INDICATED IN THE DETAILS, ALL DISTURBED AREAS SHALL BE a $Z Eag/e Blvd b e c 9..-_, • c COMPACTED TO 95%STANDARD PROCTOR DENSITY(ASTM D-698). 4 River u Fc o_v..w W o West 9. COMPACTION TESTING MAY BE DONE PERIODICALLY BY THE OWNER.THESE TESTS ARE INTENDED Park . Yo TO PROVIDE THE OWNER A GREATER DEGREE OF ASSURANCE THAT THE CONTRACTOR IS COMPLYING WITH COMPACTION REQUIREMENTS. THE CONTRACTOR IS NOT TO RELY UPON THESE TESTS FOR FILL '*-- CONTROL NOR ARE THESE TESTS TO BE CONSTRUED AS A GUARANTEE BY THE ENGINEER OF THE 1. CONTRACTOR'S CONTRACTUAL OBUGATION. 10. SAFETY IS THE SOLE RESPONSIBIUTY OF THE CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE Cl 0 FOR SAFETY IN,ON,OR ABOUT THE PROJECT SITE,NOR FOR COMPUANCE BY THE APPROPRIATE PARTY VICINITY MAP < WITH ANY REGULATIONS RELATING THERETO. 11. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS,SIGNS,BARRICADES,FLAGMEN OR OTHER SCALE 1"=2400' O DEVICES NECESSARY TO PROVIDE FOR PUBUC SAFETY IN ACCORDANCE WITH THE CURRENT MANUAL OF 0 UNIFORM TRAFFIC CONTROL DEVICES,INCLUDING THE STATE OF COLORADO AMENDMENTS. (/) 0 W 12. THE CONTRACTOR SHALL AT ALL TIMES KEEP A SEPARATE FULL SET OF CONTRACT DRAWINGS (- MARKED UP TO FULLY INDICATE AS-BUILT CONDITIONS.SAID DRAWINGS SHALL BE PROVIDED TO THE ` (71 I- OWNER UPON COMPLETION OF THE WORK. AS-BUILT DRAWINGS MAY BE COMPILED BY INTER- IL.Y. Z MOUNTAIN ENGINEERING PRIOR TO FINAL ACCEPTANCE. CONTRACTOR IS TO PROVIDE AT LEAST TWO TIES Z FROM PHYSICAL MONUMENTS TO ALL FITTINGS,SERVICE UNE STUBS AND MANHOLES. W W 13. SEDIMENT AND EROSION CONTROLS SHALL BE INSTALLED TO MEET TOWN OF AVON SPECIFICATIONS Sheet List Table i U AND THE STORMWATER MANAGEMENT PLAN. a) W W 2 14. DISTURBED AREAS SHALL BE REVEGETATED IN A TIMELY MANNER WITH A MINIMUM OF 4 Sheet Number Sheet Title 10c (i' 0 INCHES OF TOPSOIL AND AN ACCEPTABLE LOCAL SEED MIX. (n Q 15. CUT AND/OR FILL SLOPES SHALL NOT EXCEED 2 HORIZONTAL FEET TO 1 FOOT VERTICAL. CO W C-0 COVER SHEET O CO z 16. CONSTRUCTION STAKING TO BE PERFORMED BY A COLORADO UCENSED PROFESSIONAL LAND U N 0 SURVEYOR. C-1 BUS SHELTER — LOADED JOE'S N Q 17. ALL WORK DONE IN THE HIGHWAY RIGHT-OF-WAY SHALL CONFORM TO THE LATEST CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.COPIES OF THE STANDARD L_ SPECIFICATIONS MUST BE OBTAINED BY THE CONTRACTOR. C-2 BUS SHELTER — ANB BANK 0 18. THE CONTRACTOR WILL BE RESPONSIBLE FOR PREPARING AND SUBMITTING A CONSTRUCTION Z ZONE TRAFFIC CONTROL PLAN(CZTCP)TO THE TOWN FOR REVIEW AND APPROVAL PRIOR TO ANY C-3 BUS SHELTER — AVON CROSSING PRE-CONSTRUCTION MEETING. TRAFFIC CONTROL WILL BE IMPLEMENTED WITH NECESSARY PERSONNEL 0 AND EQUIPMENT THAT PROVIDES TEMPORARY STRUCTURES AND SERVICES EQUAL TO EXISTING TRAFFIC (- CONDITIONS IN ACCORDANCE WITH THE MUTCD. THE CONSTRUCTION ZONE TRAFFIC CONTROL PLAN C-4 BUS SHELTER — EAGLE BEND NORTH SHALL BE PREPARED BY AN AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION(ATSSA)CERTIFIED WITH TTHE MUTCDE CNDNOTH°L ERSUPERVISOR OR A APPUCABLE STANDARDS. SAID PLAN MUST BE SIGNEDAL TRAFFIC ENGINEER IN CAND°SMANCE TAMPED BY C-5 BUS SHELTER — WESTGATE PLAZA COLORADO REGISTERED PROFESSIONAL ENGINEER,OR OTHERWISE CERTIFIED BY THE ATSSA WORKSITE CONTROL SUPERVISOR. C-6 BUS SHELTER — BUFFALO RIDGE WEST DRAWN BY: PJM 19. ALL CONSTRUCTION SHALL ADHERE TO STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS WELL AS CDOT M&S STANDARDS. SCALE; FOR BURIED UTILITY INFORMATION 1" = 5' 811 .THREEBE2REBUYSOINUESDSIGDAYS BA1E ISSUED: s/s/2o22 2-18 ,��� 22-0018 («1-fiI9-921-1987) r UnuTY NOI1ACAIION W �o CENTER OF COLORADO(UNCC) EXHIBIT WWW.una.ag DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 / / / 4" DIA. SCH.40 STEEL // / ° /J� / v v v v / YELLOW � PIPE FILLED WITH CONC. / ° REFLECTIVE II / // / ° / PAINT I / / D v'. D. v •_ i 07.0 E.O.A. // / // / D. • �'7( � = y° • I J ?z; T 42 / / / D v o ��. .v V • O W y a; FINISHED I // / ..:47; D.D. • / W GRADE • / / / ° / 4. i D v = Z SA.mu. t . - , - • ' / *.7 ° v W / / �.' • v D. m 33" 36" o o / �o • /CURB & GUTTER o D. v v j 'im' / ,¢Sg 36 D D. D. __ R 0 CONC. FOOTING / / '`` °°"�°'s ' �18" DIA. . / vD Y'r%eon . °Y I'Eim / • "` /JJ °m TYPICAL BOLLARD DETAIL / / I* ` TRASH AND RECYCLE BIN (BY OTHERS) .55;0: NOT TO SCALE / Z � �• `w°_ / ` u� omit r.�o ° y H 1�ti1.. r� �4sg.5 Ogm =°m� a8 MATCH EXISTING ELEVATIONN./ ` � 6 PAS <I N G LOT �5• tE8-00 0 // '4,5-,9 /Alp / TRACT Q '°' 'g . ...S / �� ,41,6 410. (er,„ MATCH EXISTING ELEVATION (BENCHMARK AT BEAVER CREEK) vg�; sa Y L WORM / SAW CUT AND REMOVE AND D REPLACE PAVERS 1' MINIMUM • ��� . — 3 / FROM FOUNDATION %VPA, • k �¢Sg0 o / / /44/ INSTALL 6" CONCRETE BUS SHELTER MATCH EXISTING ELEVATION *XA ♦ '. PAD (SEE DETAILS 7 & 10 / // ,¢s �' �� • C STRUCTURAL DRAWINGS) J Lu �� / / g¢ , ,•�` �� ` INSTALL 4 BOLLARDS IN ASPHALT PARKING LOT I SHEET) I G� ELEATION ci / Lu (n W / P D v D D v��`' PROPOSED BENCH (BY OTHERS) m o n o w / ov // \ •v �o V /�4SgS' NOTE: a \"J D. 1. TOPOGRAPHIC INFORMATION BY OTHERS AND PROVIDED m �¢s8s / / N. o / BY THE TOWN OF AVON TO IME. 4 z / vD D v 0 5 �0 2. REFER TO ARCHITECTURAL DRAWINGS FOR AVON BUS a / P D /6/ = = = Feet SHELTERS DATED 12/29/2015 AND FOR BUS SHELTER �' / • J SCALE STRUCTURAL DIMENSIONS. W / • _ • D. 'D 3. ALL PAD CROSS SLOPES TO BE MAX 1.0%. / 1 INCH = 5 FEET m / . D'v v 4. ALL CONC. PADS TO HAVE 6" CLASS 6 BASE U / _ v v,D CONTOUR INTERVAL = 1 FOOT COMPACTED TO 95% STANDARD PROCTOR DENSITY I D / 5. PAVERS SHALL BE SAVED ON A PALLET. DRAWN BY: PJM I • • Ck' 6. SHELTERS MUST BE LEVEL. USE GROUT UNDER SCALE: OU / .D V V vD P °v = SHELTER STEEL BASE PLATES AS REQUIRED. 1 5• o ITHREE (3) BUSINESS DAYS W D T DATE ISSUED: g/9/ZOZZ 7- M i BEFORE YOU DIG • GALL 811 �- PROJECT ND. — a / A v• ° v D v (a 1-800 922-1981) `1r' 22-0018 v D• V UiLTYNOIFlCA70N �® / CENTER OF COLORADO(UNCC) EXHIBIT EC LJ • G. / \ v C.D D J www.unccorg C-1 i `O / v.. DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 • S G� �O \\ h �� YC �h��\�\ YI 2� \ YI hh 1 � � h �3(� '1\ \- YID Y=���\ \ b�'\ hyl , �` V NNNN Q "h-sct :kj, '11 �1 Y� \ t(eC :\,,,,,, ' \'�1 h ` yl �h��`� h C •= V 0 \C9s \fir � y,� y �•,,' x7477.7 \ I h l y� 1)0 �`i yl^._, ��\ � y� �h� yi �� 7480.6 ° W aT\ \ \ I hYI \v"h�l y_ � \ r \ �lfi I �yY ° V1 a \� ,y am- t 1� 0 ��'�'' MATCH EXISTING I\ h ` VI yl1 _�_ Gc \�� ELEVATION \ \ h �`'� �aayy�y 7482.4 \ , h , \ Yi\ � \y' . =����� r?^ 0 c<` / °_F0 \ yl 6- J,il tic '1 • I ' < ___- v cD may '9S / CFO \ '' .INSTALL 6" CONCRETE BUS SHELTER -�� h� =__�1 4•+ ZflEl 1. , a ; \ ° '. a GJ F� , STRUCTURAL DRAWINGSI h�L a W o 1;;irz . ° ° TRASH AND RECYCLE 1 Al I4. �i)9 ) \'L �— Y ' �87 m r.. ° qs BIN (BY OTHERS) ° \ , �� \ ' ° .1 V ° • . \ �'�-. ill, \\� I (l l7 V- - - im\\\\ alirlarallir 0 .4 N , v _ ° �, MR a . v ° ° a'\T SAW CUT AND REMOVE AND REPLACE ��C4.il:': � i MaiYI\, h� ` yl °v ° Y "'r%eo o ° .PA MINIMUM 0 FOUNDATION —=—L �—_�_ _ ��� MATCH EXISTING �� YI \i � , 1' �o;.9T 2 PAVERS 1' INIMU FROM � — o ° ° ' �° __=�= ��_ g� ELEVATION h q"!1.o �� ° v°. \ \�`S ° �_ 1� �� . h.` '\' ° � ' h am- - dt° " °-`E'43 °' v _--\. ° v )` -�_ =--�_--. ��_ 1:�__ v , y� h ° ° y ' h= �p�.v`o Y a ° `.° N MATCH EXISTING -a— 10'-8: —'���� �_� ,, -4 -�� ' z g 5�d-g- ° 6 S ' - ELEVATION -_meas__amminai__--_ _`I ��- Y X� - j Q _' 032 I °° -' v . ° L' 1 ° .=�_�=�_����_����i: 7478.1 �G�-e UGE ° o aaEo-2oo v. �_ _I��'_ _� °° o ° VC z `or� vet; °° . dam_ tX�_�__�_�-.�I _=-�_��I ° v o Q v ° ° o °. o a;,>, o='; v v °' �� "�a`oc��O00 ° °<07 I� w a \ 1 ��� ����������i 7° C0NCI TE WAL�C P ��� oa vc°\v ° ° -- > v ° ° . v ovEE doL v °v T v .° v �� �. , \ v n - svUl ° ° ov v � v v ° v p \ vO'qs ° ' ' _,v 4 ° v v S ° ° I °1 ° ° ° C \v ° \ 9 v v AVOID UGE WHEN CONSTRUCTING ° . T v \ $ 0a6 PAD FOUNDATION ° °, w\ v \° ' ° 1. MI v ° ° l T v ^ p CC Q© rn 7. ° v ° JUS \ _T\° Gq ° o. = m wK o Q J U o ' \ iN T a ° v GAS---____ GAS' °° m CK W / \NE QT ° a —SAS_ maw o F o: J - u) NOTE: / �8-E ° ° °. ° .. ��\ ° O o m 1. TOPOGRAPHIC INFORMATION BY OTHERS AND PROVIDED / �/ I■' . a'o ° :/ --a T���T _ > N Z BY THE TOWN OF AVON TO IME. / I ` �� ° ° o ° . o T 0 2. REFER TO ARCHITECTURAL DRAWINGS FOR AVON BUS ° o — i SHELTERS DATED 12/29/2015 AND FOR BUS SHELTER / z STRUCTURAL DIMENSIONS. / ��`� /\ / 3. ALL PAD CROSS SLOPES TO BE MAX 1.0%. / / ALL CONC. PADS TO HAVE 6" CLASS 6 BASE / / 8 COMPACTED TO 95% STANDARD PROCTOR DENSITY. DRAWN BY: PJM 5. PAVERS SHALL BE SAVED ON A PALLET / / till THREE (3) BUSINESS DAYS SCALE: 0 6. SHELTERS MUST BE LEVEL. USE GROUT UNDER 0 5 10 OO / ' BEFORE YOU DIG I `� 1 = 5 w SHELTER STEEL BASE PLATES AS REQUIRED. CALL 811 DATE ISSUED: 9/9/2022- M \ \ _ Feet / ( («1-e00-922-1987) I /;ll Lu \ \ SCALE / aF NOTIFICATION (uecc) `♦ PROJECT 22-0018 \ 1 INCH = 5 FEET / www.uncc.Drg I _ CONTOUR INTERVAL = 1 FOOT EXHIBIT w C_� � \ G DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 ---- - w W W W WSW WSW W- W W W W W W W- W W � z HURD LANE z ao � ma�yy j_ / zs c,0 0 uj y r; W y D d 9.J W 0 41 D d • W vA a /� A Q A ° A .. C ° °. p.Q 4 D D 4 0 ' B �0 QD d .D dG 'E BUS Q P KING V ° D d D Q ° D ° a Q d p " �I �o I','VI //�� IK� d 4 LANE d A cD d �' Q. A A 4 4' 26 ��.5 p.. ° ` . D Q D °: D d ° Q. Q A ° 1A4 d d d n d °A . A Q A d' yo H$m o`mom ° ' INSTALL 6" CONCRETE BUS SHELTER °. Q d A: d: o ` D ‘ re � . a.. q: Lli PAD (SEE DETAILS 7 & 10 AQ° ° � a. d a �000am 0, STRUCTURAL DRAWINGS) A 4 MATCH EXISTING n o °' d . D o U d d. a°ELEVATION (TYP.) .. D -- vw E O TV 0 PROPOSED BENCH D a° p I °' A o 'q=�a d o w `o H (BY OTHERS) _= D 4 °��OJ,6 a D A A A d A X� �6O w q'°=o•T � A . . A A d D o w' o' oL A d A .d, ° D. d ♦—��VI ° d 0'ZCURB & GUTER ��ov � oPROPERTY EXISTING o 4A ��y D4. , °,60 d= E3E; LINE ��� 4 Q CONCRETE o� �_�Sjl D. d Q .„,„. o —0A H ° d .. L= .- A mum D UGE�UGE ° � d Q�„ y- Q d O .. d A 1 'oavv� m m vwotEEdO UG ' .... C� W D EXISTING CURB CUT RAMP sa „o II � 11111111111111 ��' .. Q MATCH EXISTING D Q ' II��'��'I" ' D AND WARP ELEVATION , ° 1111111111111 p Ili ■ rsmissaII ' _ o a UGTV ASPHALT APRON_ UGTV-------- --_____ .... _ GE— UGTV �T T T T TO REMAIN 3 N.■ ■— GTV -T T LIGHT POLE 40 N V UGE—� Q Pir UG UG ' T'N UGE UGE UGE z —T E (T Al T T .. T UGE �� D d UGE UGE ' UGE NOTES: cK a Gj 1. TOPOGRAPHIC INFORMATION BY OTHERS AND PROVIDED o w o 1mY 4 � 9 7460.00 FG BY THE TOWN OF AVON TO IME. , Z a N X ro 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUS J Q _1 Et 0 10'—g" GJ INSTALL 6" THICK SHELTERS DATED 12/29/2015 AND FOR BUS SHELTER = o �jg CONCRETE SLAB 2' X 4 STRUCTURAL DIMENSIONS. 7 co z = 0 INSTALL 6" THICK 3. ALL PAD CROSS SLOPES TO BE MAX 1.0%. co N W FOR TRASH BINS' o CONCRETE SLAB 4. ALL CONC. PADS TO HAVE 6" CLASS 6 BASE m 0 1. 0 COMPACTED TO 95% STANDARD PROCTOR DENSITY. Z 0 o a N 7459.90 FG 5. SHELTERS MUST BE LEVEL. USE GROUT UNDER O z T SHELTER STEEL BASE PLATES AS REQUIRED. Q m REMOVE 12" TREE 6. RELOCATED UNDERGROUND UTILITIES (UGE, UGTV, T, .z z a 8" TREE ETC.) EITHER 6" BELOW CONCRETE PAD OR ROUTE BEHIND PAD. POTHOLE TO LOCATE POTENTIAL Z CONDUITS PRIOR TO EXCAVATION AND/OR DEMOLITION. 7. RE-GRADE EXPOSED AREAS DISTURBED DURING c�> CONSTRUCTION AND RE-VEGETATE WITH DROUGHT o TOLERANT NATIVE GRASS SEED MIX. DRAWN BY: w PJM SCALE: 0 EASEMENT LINE DATE ISSUED 0 5 10� e THREE (3) BUSINESS DAYS - Feet BEFORE YOU DIG : 9/9/2022 SCALE S 6 6 "0 5'19 "E / roCALL—9z$'sa7) „no® PROJECT NO 8 1 INCH = 5 FEET UTILITY NOTIFICATION 22-001 W CONTOUR INTERVAL = 1 FOOT CENTER OF COLORADO(UNCC) EXHIBIT rn www.Bncc.ag 3 C-3 DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 / i / / -- ° Q. a N l_ V // / 41 ° °. ° \ ° d ' d 4 °. Cl A ° < 4 A < \ > MATCH EXISTING ELEVATION \ \ . ° \ a ° " dd04 ° ,_, ° \ :i, ���/// �pV/ you I GF MATCH EXISTING ELEVATION \ d d.es /J ° O �j `" ° 4 Alibi 4 ��°c`' ° ° Z. W 241 7471 .4 �R / ) , W 18, CI < 1,,e1 Ai, 4 .4 4 a 4111:1;;;ik' A i, X t)' S\ ° ° d(iL O °: / °. °. C � � : \ c Q ° a Ir I p-8 CO, ° d a U P . . ` ro ai ° 7 d 104,, � ue! :.°. IB IIIIEU ALT•STALL6" THICK CONCRETE • ASAW-CUT o SLAB. MATCH EXISTING GRADE :;�••� / Q o:o d .2 1 18'-0" X 4'-3" %. ' w .'g o t o-t 1 A A W 1 MATCH EXISTING ELEVATION ° os ae o 0 0 1 • • INSTALL 6" THICK CONCRETE o :ui: 1PROPOSED BENCH ifialskis . SLAB. MATCH EXISNG GRADE FG 747169 a 1/ dv \ / 2 ° d c' �14/4,4� I aU ova-`:: \ X \ \ ° ° . I -UGE �� �, \ INSTALL 6" CONCRETE BUS SHELTER \\ I -UGE _ 7/ N • STRUCTURAL DRAWINGS)D (SEE DETAILS 7 8c 10 I N \ d I UrE 1-'-' \\ \\ �� 7471.82 FG �� / Tr \ \ N� / > \ \\ REMOVE EXISTING CONCRETE SLAB - / W o 0 \ / o 0 N NOTES: \ J z o Q a 1. TOPOGRAPHIC INFORMATION BY OT RS AND PROVIDED � \ \ _\ // = o m o a BY THE TOWN OF AVON TO IME. /,� / CO w w oo i 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUS \ 0° 1-6 SHELTERS DATED 12/29/2015 AND FOR BUS SHELTER 4��, \ \ // D w o W STRUCTURAL DIMENSIONS. \ \ \ \ CO a o a n 3. ALL PAD CROSS SLOPES TO BE MAX 1.0%. -. \ J / Z w m 4. ALL CONC. PADS TO HAVE 6" CLASS 6 BASE \ / > 4 COMPACTED TO 95% STANDARD PROCTOR DENSITY. \ / 0 5. SHELTERS MUST BE LEVEL. USE GROUT UNDER /\ X 7470.6 \ / — - -1 SHELTER STEEL BASE PLATES AS REQUIRED. 0 \ i \ THREE (3) BUSINESS DAYS 0 z 6. RELOCATED UNDERGROUND UTILITIES (UGE, UGTV, T, i BEFORE YOU DIG `® I / W ETC.) EITHER 6" BELOW CONCRETE PAD OR ROUTE s 0 CALL 811 _ BEHIND PAD. POTHOLE TO LOCATE POTENTIAL •,, j \ - (or 1-800-922-1981) �f:.4- , , S CONDUITS PRIOR TO EXCAVATION AND/OR DEMOLITION. UOFlCATIM RE CENTERR OF OF COLORADO(UNCC) 7. RE-GRADE EXPOSED AREAS DISTURBED DURING \ www.uncc.orq 0 5 10 DRAWN BY PJM OLLu � � � Feet SCALE CONSTRUCTION AND RE-VEGETATE WITH DROUGHT1" = 5• TOLERANT NATIVE GRASS SEED MIX. SCALE DATE ISSUED 9/9/2022 M 1 INCH = 5 FEET W CONTOUR INTERVAL = 1 FOOT PROJECT NO. 22-0018 i - EXHIBIT W C-4 S' DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 7 V co- k....s CO 0 V dc vG \ ° d d ° PS d �C ° d d G d = W 3 Gz �nO \I/ .0 ° , d a G�S ad a � c - d c4° O Wyk N_____ a) 0 0n .d d • d ° ° ' 4 �G C W 2a / 4 4 > *' '-' 4 4 '4. 4 < * ',/ \)° B.I 4 4 / 4 4 4 ii.5 .1 4 4 ,\C9 x 7397 4 MATCH' EXISTING. ° p d a '3 / EXISTING SIGN TO REMAIN — — — —, �o t .° ° 4 ° • °. d ! / LE«:'n� v° EDGE OF EXISTING ° ° GP� da a. ELEVATION• a ®. I �4 d. At\V s�-TL ASPHALT PAVEMENT ° d O.. ° /° d d �G . /I REMOVE EXISTING CONCRETE AND 1 o•Y9`o o u ^y// d '. ° d d ° �a` ° / INSTALL 6" CONCRETE SLAB ��E�° a v a YN ° ° ° d .44 ° ° �GF'° �/ ° "e* ° ." EXISTING TRASH 0 w= °oo�o'o ° °° d d. JG� ° d /'. ° RECEPTACLE TO BE ^ °_�� �_� a ° REMOVED AND REPLACE , o ;TogkEx_ d ° d °. . BY THE TOWN OF AVON i il=a„= d a GPs47 °. Q: °" d 4...4,d.4 \) '° a /� ° G/ ��.� 7397.67 FG / Ell" f.g2a � 9o=IEdY.. d ° - �REMOV�EXISTIN BUS SHELTER, 0�„E t�� PS. ° 4 ° e °. ° °. 4 �° O, i° 4 4 ,. . FOUNDATION AND CONCRETE SLA d y 8 «w y o /4 — d o ° 'a a °. m j ' INSTALL 6" CONCRETE BUS SHELTER \ ° — d . Q `d° 4 a ° QF j °e. .,,' 0, PAD (SEE DETAILS 7 & 10 1 N ° ° / d ��\� °. GC' e 4. d ° 4. d . J' A\ :, ' 1 STRUCTURAL DRAWINGS) ° / d . ° ° bc J LOCATE UNDERGRQUND ELECTRIC 1 o /d d d° . . ° d. ° ° da dd 4° �:C Y fr BELOW SHELTER FOUNDATION\ 1 11) F� m a ° a 0 N a \.�"u° ° d ° ° ° dd ° " J ° ° F� d �J ° / 7397.94 FG _ e N ° d d Q . NOTES: co o > LA m ° ° /� 1. TOPOGRAPHIC INFORMATION BY OTHERS AND PROVIDED < z w d ° A �` d ° / 6, // BY THE TOWN OF AVON TO IME. CO m > N ° d • d' 4 d. ° / 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUS Z ° ° ° ° ® ,I REMOVE EXISTING CONCRETE AND FOR BURIED UTILITY INFORMATION SHELTERS DATED 12/29/2015 AND FOR BUS SHELTER m 4 ° 1 INSTALL 6" CONCRETE SLAB 1 — - THREE (3) BUSINESS DAYS STRUCTURAL DIMENSIONS. Q BEFORE YOU DIG o ° ° d a ° ' \ / - 3. ALL PAD CROSS SLOPES TO BE MAX 1.0%. a ° �,,. d° a a °.' JGk, / / i ( CALL 9 8��1n \�� 4. ALL CONC. PADS TO HAVE 6" CLASS 6 BASE z a °, ° . / U11UTYNOIIRCATION �® COMPACTED TO 95% STANDARD PROCTOR DENSITY. CENTER OFCOLORADO(UNCC) 5. SHELTERS MUST BE LEVEL. USE GROUT UNDER °. ° a. �� www.uncc.arg SHELTER STEEL BASE PLATES AS REQUIRED. o .1 d • ' ,;' / 6. RELOCATED UNDERGROUND UTILITIES (UGE, UGTV, T, DRAWN BY: a �G� a °° -------Zr oQ — `; �6� 0 5 10 ETC.) EITHER 6" BELOW CONCRETE PAD OR ROUTE PJM o ° // . vG�� 0� Feet BEHIND PAD. POTHOLE TO LOCATE POTENTIAL SCALE ]d' e ° SCALE CONDUITS PRIOR TO EXCAVATION AND/OR DEMOLITION. DATE ISSUED:9/9/2022 d �' 1 INCH = 5 FEET 7. RE—GRADE EXPOSED AREAS DISTURBED DURING k - d . - CONTOUR INTERVAL = 1 FOOT CONSTRUCTION AND RE—VEGETATE WITH DROUGHT PROJECT NO. ° ., x 7400 9 , - � TOLERANT NATIVE GRASS SEED MIX. 22-0018 u�\° :� O G'` ,J�/1 / \ EXHIBIT IEC W • > /\ C-5 U DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 - F° F0�OGE UGE— PROPERTY LINE 691 EO U E "0 —F0 '— —UGE— I ZIi y W =�6g� W�— — X7697.7 n. U� / — UGE ict L • RDgD , — FOB—I _ �, C7 EXISTING C��PCRET aW c,9 o A n // MATCH EXISTING GRADE AT ��°- = Z '�� d ALK • 6 d �601 EXISTING CONCRETE WALK (TYP.) W = x A. a o / W d - Lid'A ' 4 .. �U.: • 2 o ° • d ; X 7697.E INSTALL 6" CONCRETE SLAB ;m A MATCH EXISTING GRADES ( 0 X ) V 1 S' INSTALL 6" CONCRETE SLAB •'697.72 c• 22i_$ v a o MATCH EXISTING GRADES 1111111111111 — - ■ d �.... d ...: d X�6g1 5 � CQ - - Cd /\ .. 0.76 - SAW-CUT BUILDING SETBACK ' 97.° A °" Ell" / •� d . cb,A 44. T �ardP � . 1 °° I b X 7697.6 , �- d ON ° / o 4 NG <<� �R �.°2 \ \ PROPOSED BENCH • ���ivo. may`® • e , �TE Iyq�K A • z g' r=°Pg 'o m o (BY OTHERS) 7' •_I' a A A . d V4 A . o> �E�dt \ TREE TO REMAIN J / +— — c of° o \ \\ \ � �\ 7697.69 FG / 7697.E 10 o =„;E3;;c \ \\ \ N \\ // 1 TRASH BIN + 1 RECYCLE BIN •"o-$ a q =_-s \ \ N ° \ \ \\\ N \N — I // INSTALL 6" CONCRETE BUS SHELTER PAD (SEE =fit \ \\ \ N\ / ' DETAILS 7 & 10 STRUCTURAL DRAWINGS) i z 7 Y s N \ 3 \\ \ NP1 EASEMENT LINE \92 3 \\ \\ © 7697.55 FG / X 6 3 X1 \N \\ \\ \ REMOVE AND DISPOSE OF THE EXISTING L — — N \\ \\ N \ \ \\ CONCRETE SLAB / �- - - - - - - - - - , \ \\ \ \ \ T a -----__ \ \ \ N \ 7 — — — — - ----_____ \ \ N \ \ \ i \ \ \ \\ \ W w o n __-_-_ \ \ N \ \ \ 7 / \ \\ J ,) Q cK m NOTES: \\� \ _,---___ _ / / m z 1. TOPOGRAPHIC INFORMATION BY OTHERS AND PROVI•ED \ __ / / )1 \ m < o> m BY THE TOWN OF AVON TO IME. \\ \ \ \\ ----______ // / / \ Z a 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUS \ \ - _/__ / / / O m m SHELTERS DATED 12/29/2015 AND FOR BUS SHELTER \ \ \ — — — _ // ----,�___ _-_ / / \ \\ Q z STRUCTURAL DIMENSIONS. / T_---- / �\ \ \ a 3. ALL PAD CROSS SLOPES TO BE MAX 1.0%. 0 5 10 / 7--_____ 7 4. ALL CONC. PADS TO HAVE 6" CLASS 6 BASE Feet / - --__ z COMPACTED TO 95% STANDARD PROCTOR DENSITY. / / --___ \\ m 5. SHELTERS MUST BE LEVEL. USE GROUT UNDER SCALE / 9�57 / ----_ _ o SHELTER STEEL BASE PLATES AS REQUIRED. 1 INCH = 5 FEET / ° / -\ I i 6. RELOCATED UNDERGROUND UTILITIES (UGE, UGTV, T, CONTOUR INTERVAL = 1 FOOT / / / / \ _ / I - _ I DRAWN BY: PJM ETC.) EITHER 6" BELOW CONCRETE PAD OR ROUTE / \ 1 SCALE: O _, FOR BURIED UTILITY INFORMATION 1^ = g• BEHIND PAD. POTHOLE TO LOCATE POTENTIAL THREE (3) BUSINESS DAYS _ / / I I — w CONDUITS PRIOR TO EXCAVATION AND/OR DEMOLITION. BEFORE YOU DIG / / DATE ISSUED:9-9-2022 I W 7. RE—GRADE EXPOSED AREAS DISTURBED DURING s ® I® CALL 811 j/, m PROJECT NO. Lu CONSTRUCTION AND RE—VEGETATE WITH DROUGHT (a1-899-922-1987) \\�`� c / � 22-0018 7 TOLERANT NATIVE GRASS SEED MIX. ununNonFlcnnoN ` � / c CENTER OF COLORADO(UNCC) _ / EXHIBIT N www.Bncc.ag / — _ I X 7696. C_6 ti DowSign Envelope ID:2C3665AB-F7CD-0455-880C-F9EBEAB7B8B4 VICTOR MARK DONALDSON TOWN OF AVON BUS SHELTERS AVON COLORADO TRANSIT DIVISION ARCHITECTURE PLANNING INTERIORS — SINCE 1977 MATERIAL SYMBOLS ABBREVIATIONS GENERAL NOTES CONSTRUCTION NOTES OWNER / DEVELOPER: ARCH I TECTS >�S�S�S�S�S)S (PLYWOOD/OSB) ABV ABOVE LB POUND 01.DO NOT SCALE DRAWINGS. I. ALL SITE WORK,INCLUDING CIVIL ENGINEERING,SHELTER LOCATIONS,ADA JUSTIN HILDRETH,P.E.,TOWN ENGINEER 7 /, EARTH > AFF ABOVE FINISHED FLOOR LT LIGHT ACCESS,LANDSCAPING,AND SITE ACCESSORIES TO BE DETERMINED BY TOWN OF TOWN OF AVON 90 IN BENCHMARK ROAD ��� AFG ABOVE FINISHED GRADE LTL LINTEL 02.VERIFY ALL DIMENSIONS,CONDITIONS AND UTILITY LOCATIONS ON THE JOB SITE AVON ENGINEERING DEPARTMENT. AP ACCESS PANEL LVR LOWER PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS.NOTIFY ARCHITECT OF 2. PROVIDE A COMPLETE BUS SHELTER FOR ALL ITEMS INDICATED IN DRAWINGS PO BOX'115,ONE LAKE STREET SUITE 207 WZ:�1074 GRAVEL/DRAINAGE WOOD-FINISH ACT ACOUSTICAL CEILING TILE MH MANHOLE ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. UNLESS SPECIFICALLY INDICATED BY OTHERS.SKI RACK ACCESSORY TO SE AVON,GO PJI620 �.� �. � MFR MANUFACTURERPHONE:110-148-4045 ADJ ADJACENT INSTALLED AT APPLICABLE SITE.LOCATION AND MOUNTING HEIGHT TO BE MO MASONRY OPENING ALT ALTERNATE 03.AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH DETERMINED BY OWNER. BOX 5300 CONCRETE >C WOOD-ROUGH AL ALUMINUM MAIL MATERIAL WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN THOSE 3. SHELTER FRAMES TO BE CONSTRUCTED OFF-SITE AND INSTALLED IN PLACE ON EP'IA L: JRiI r'eth®QVOrI.OFe MAX MAXIMJM APPROX APPROXIMATELY MECH MECHANICAL AREAS. FORMED CONCRETE PAD(CONNECTION RE:STRUCTURAL ENG)READY TO AVON, CO 81620 STUCCO/EIFS or ADA AMERICAN DISABILITY ACT MC MEDICINE CABINET RECEIVE HOOD DECKING,MAKROLON GP PANELS,AND CORRUGATED METAL . GYPSUM WALL BOARD WOOD-BLOCKING A/C AIR CONDITIONING MMB MEMBRANE 04.PLAN DIMENSIONS ARE TO CENTER OR FACE OF TUBE STEEL UNLESS NOTED ROOFING.PROVIDE ADEQUATE BRACING OF FRAME ON SKID TO PREVENT ARCH I TE C T: ARCH ARCHITECTURAL MTL METAL OTHERWISE.SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE,TOP OF RACKING OF STRUCTURE DURING TRANSPORT. 970.949.5200 ROOF SHINGLES BSM7 BASEMENT M METER STEEL,OR BEAMS UNLESS NOTED OTHERWISE. 4. ALL FILLET WELDS OF TUBE STEEL FRAME ARE TO BE GROUND AT FLUSH JOINTS. GATT INSULATION I111111 r VICTOR MARK DONALDSON ARCHITECTS 11�I�11 Sri+. (SHAKE/ASPHALT) ERG BEARING MW MICROWAVE 5. TUBE STEEL FRAME 15 TO BE SHOP PAINTED AND EPDXY PAINTED PRIOR TO BFG BELOW FINISHED GRADE MM MILLIMETER 05.IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE 15 NEEDED BY THE INSTALLATION ON SITE. MARK DONALDSON,ARCHITECT ----------- :A:A; ++IiIi ROOF TILES BEAM BEAM MPH MILES PER HOUR GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, N. TUBE STEEL TO BE FABRICATED WITH BUTT JOINTS AND NOT MITERED UNLESS V m d a @ v m d a,C 0 m RIGID INSULATION d^!r^! 1�■■ BVL BEVELED MIN MINIMUM HE/SHE SHALL IMMEDIATELY NOTIFY THE ARCHITECT.FAILURE TO GIVE AMPLE NOTICE NOTED OTHERWISE. gO W BENCHMARK ROAD,SUITE 2O1 l�lr�! L. (CERAMIC/SLATE) MIR MIRROR P.O.BOX 5500,AVON,COLORADO 8I620 FAX 9 4 9.5 2 0 5 BIT BITUMINOUS SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR DELAYS TO THE PROJECT. 7. MAKROLON GP PANELS TO REMAIN COVERED WITH PROTECTIVE FILM PRIOR TO j E=C �11 STONE VENEER BLK BLOCK MISC. MISCELLANEOUS INSTALLATION. PHONE:TO.01401.5200/FAX: g40.14q.5205 I MASONRY --— MR MOISTURE RESISTANT =��__• (DRY STACK) BLKG BLOCKING MULL MULLION Ob.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL 8. ALL SIGNAGE TO BE PROVIDED BY TOWN OF AVON TRANSPORTATION AUTHORITY E-MAIL: MARKDBVMDA.GOM • BD BOARD APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. CODE AND INSTALLED BY GENERAL CONTRACTOR. -`'", NANATURAL Ir -iefe STONE VENEER BO BOTTOM OF RT NOISE REDUCTION COMPLIANCE 15 MANDATORY.THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT .1. PROVIDE SHOP DRAWINGS FOR WELDED TUBE STEEL FRAME STRUCTURE. r ���� j////� STEEL/METAL tetzt�. (GROUTED) BOT BOTTOM NOM NOMINAL WORK THAT DOES NOT CONFORM TO RELEVANT CODES GOVERNING THIS PROJECT. 10. VERIFY CLEARANCES AND FIT OF ALL MAKROLON GP PANELS PRIOR TO n,pl BLDG BUILDING N NORTH INSTALLATION. INSTALL PANELS ACCORDING TO MANUFACTURERS yQ �` ��` CPT ARPET NIC NOT IN CONTRACT 01.THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE RECOMMENDATIONS. STRUCTURAL ENGINEER: METAL DECKING #4 HEAVY TIMBER CSMT ASEMENT NTS NOT TO SCALE AND OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER BEFORE ANY GUTTING, TOR CIP AST IN PLACE o.G. ON CENTER NOTCHING OR DRILLING OF ANY CAST-IN-PLACE CONCRETE,STEEL FRAMING,OR ANY MARTIN/MARTIN CONSULTING ENGINEERS ill ,I ii`?%< * �� METAL STUDS CLG FILING OPG OPENING OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE SEAN MOLLOY,P.E. * i•c N ®°r® ENGINEERED WOOD CTR ENTER OPP OPPOSITE STRUCTURE. 225 MAIN STREET,UNIT C ICI C` CT ERAMIC TILE OPH OPPOSITE HAND /, CLR LEARANCE ONE ORIENTED STRAND BOARD 08.ALL ELECTRICAL WORK IN THIS PROJECT IS TO BE COMPLETED IN A WORKMANLIKE EDWARDS,COLORADO 81652 c.- // GLAZING/MIRROR COL OLUMN OD OUTSIDE DIAMETER FASHION AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT VERSION OF PHONE:g10.g26.6001/FAX:g10.g26bO0g //is �`' OH OVERHEAD GONG ONCRETE OA OVERALL THE NATIONAL ELECTRICAL CODE[NEC]ADOPTED BY THE GOVERNING MUNICIPALITY. E-MAIL: SMOLLOY®MARTINMARTIN.GOM <D AP�' CMU ONCRETE MASONRY UNIT DRAWING SYMBOLS C ONDUIT PR PAIR OP.PROVIDE SUBMITTALS FOR ARCHITECTS APPROVAL PRIOR TO ORDERING `NT ~ CONST ONSTRUCTION PKNG PARKING MATERIALS OR PRODUCTS. SUBSTITUTIONS OF'EQUAL'OR"EQUIVALENT'PRODUCTS CONT ONTINUOUS PVMT PAVEMENT WILL BE ACCEPTABLE ONLY WITH OWNERS AND ARCHITECTS WRITTEN APPROVAL.THE CUT ONTROL JOINT PED PEDESTAL GENERAL CONTRACTOR SHALL SUPPLY SUBMITTALS DETAILING THE PRODUCTS CPR OPPER PLAM PLASTIC LAMINATE SPECIFICATIONS,FEATURES,ETC... © GUST USTOM PL PLATE ® SECTION GUT SYMBOL DEPT EPARTMENT PLUM PLUMBING 10.IT 15 THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND D EPTH PW PLYWOOD EACH SUBCONTRACTOR PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,SUPPLIES, DTL ETAIL PT PRESSURE TREATED EQUIPMENT,ETC.,TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF DIM IMENSION PSF POUNDS PER SQUARE FOOT THE INDUSTRY. DIN 15H WASHER PSI POUNDS PER SQUARE INCH PC PRE-CAST .100'-0" ELEVATION REFERENCE DR OAR II.THE GENERAL CONTRACTOR AND ALL TRADES SHALL REFER TO ALL DWG, ROWING PROP PROPERTY 07 QUARRY TILE ARCHITECTURAL,STRUCTURAL,CIVIL,AND ANY/ALL OTHER SPECIALTY DF RINKING FOUNTAIN RCFT RECEPTACLE CONSULTANT/ENGINEER DRAWINGS ATTACHED TO THESE PLANS IN ORDER TO FULLY E AST RE: REFER TO DETERMINE THE SPECIFICATIONS FOR ALL MATERIALS USED ON THIS PROJECT.IF SPECIFICATIONS 2 ELEC LECTRICAL REF REFERENCE THERE ARE ANY CONFLICTS OR OMISSION IN THE PLANS OR SPECIFICATIONS IT 15 THE ELEV LEVATIONS REFR REFRIGERATOR RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT AND/OR I- ® EL LEVATOR REINF REINFORCING THE OWNER TO RESOLVE THE ISSUE. GLAZING FASTENING SYSTEM TO BE'MEGA-LOCK AGS'SYSTEM BY POLYGAL NORTH LL, w 1 ELEVATION SYMBOLS EMER MERGENGY READ REQUIRED AMERICA. �J.J EQ QUAL RES RESILIENT 12.ALL ROOF JOINTS AND OTHER AREAS SUBJECT TO MOISTURE INTRUSION SHALL BE i. EQUIV QUIVALENT REV REVISION PROPERLY FLASHED AND COUNTER-FLASHED WITH A NON-CORROSIVE FLASHING WHICH METAL ROOF TO BE CURVED CORRUGATED METAL IN GALVALUME FINISH TO MATCH I- 4 EXH XHAUST RHR RISERHHAND MEETS INC STANDARDS AND SHALL NOT LEAK OR DETERIORATE FROM WEATHER TOWN PARK STRUCTURES. . EXG XPANSIISTING RES ROD AND SHELF 0 CO MAKROLON GP SHEETS TO BE 1/2"PANELS IN WIDTHS UP TO b'-0",CLEAR. EXP XPANSION 13.THE CONTRACTOR SHALL FURNISH TO THE OWNER,ALL WRITTEN d GRAPHIC W CV RD ROOF DRAIN ///��� EXT XTERIOR RFG ROOFING MATERIALS WHICH MAY COME WITH ANY/ALL SYSTEMS INCLUDING WARRANTIES, Y CO /\ REVISION SYMBOL FOG AGE OF CONCRETE RM ROOM INSTRUCTION MANUALS,AND THE INSTALLERS d MANUFACTURERS NAME AND ADDRESS. DECORATIVE CEILING BOARDS MOUNTED AT INTERIOR OF ROOF STRUCTURE ARE TO BE Q /n \ FOF ACE OF FINISHCOMPOSITE WOOD DECKING.PRODUCT:TREX TRANSCEND DECK 2X4,SQUARE EDGE, U RO ROUGH OPENINGW ALL RACTMR INSTALLED WARRANTS S AGAINSTG MINIMUMFAILURE OF A ONE(I)YEAR WARRANTY THE V/ CO FOM AGE OF MASONRYTREE HOUSE COLOR OR APPROVED EQUAL. W 0 R5 ROUGH SAWN CONTRACTOR FURTHER WARRANTS OF ALL VARIOUS SYSTEMS FOS ACE OF STUDS 55 SANITARY SEWER INSTALLED,CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF ONE(I) FIN FL INISH FLOOR ELEVATION (5) NFGI ANT YEAR AFTER DATE OF FULL OWNER ACCEPTANCE.SEE ATTACHED PROJECT MANUAL SEE STRUCTURAL NOTES FOR GLULAM SPECIFICATIONS. Ce) O 0IlkFE IRE EXTINGUISHER SHT `SHEET AND CONSTRUCTION SPECIFICATIONS,IF APPLICABLE,FOR MORE DETAILS. ® FIXIRE DEPARTMENT CONNECTION SHTG SHEATHING SKI RACK TO BE FABRICATED WITH ALUMINUM RECTANGULAR TUBING AND ATTACHED FHC IRE HOSE CONNECTION SM SHEET METAL TO STEEL STRUCTURE.CONTRACTOR TO SUBMIT CUSTOM FABRICATION SHOP DRAWINGS = ❑ O sr---\ FEC IRE EXTINGUISHER CABINET SIM SIMILAR OR PRE-MANUFACTURED PRODUCT SPECIFICATIONS FOR APPROVAL.MOUNTING HEIGHT I DETAIL OR PLAN ENLARGEMENT FPL (REPLACE 5PM SINGLE PLY MEMBRANE AND LOCATION TO BE DETERMINED BY OWNER. I I FP IREPROOFING 5G SOLID CORE5 ❑ Q I` J FLR LOORNG SPEC SPECIFICATIONS -- SQ.FT. SQUARE FEET Z 0 FD LOOR FIG, DOTING DRAIN 5.5TL STAINLESS STEEL m FND OUNDATION ST TD STANDARD SELF-TAPPING O WINDOW REFERENCE FBO URNISHED BY OTHERS STL STEEL 0- FUR URRING 5D STORM DRAIN/SMOKE GA AGE,GAUGE DETECTOR DRAWING INDEX GALV ALVANIZED STR STRINGER CC 3°x T° WINDOW/DOOR SIZE GD ARBAGE DISPOSAL STRUC STRUCTURAL GC GENERAL CONTRACTOR SW SWITCH 71.0 TITLE SHEET GLAM GLULAM LAMINATED BEAM SYM SYMMETRICAL XX DOOR REFERENCE GL GLASS,GLAZING TEL TELENE 7ELEVVIIS ON GB GRAB BAR C' AI.1 PLANS 4 ELEVATIONS CND GROUND THK THICKNESS STAIN AND PAINT COLORS• A3.1 SECTION/DETAILS GWB GYPSUM WALL BOARD THR THRESHOLD TO BE DETERMINED PAINT COLOR TO MATCH.PAL T021 XX WALL TYPE REFERENCE HGR HOW HANGER TB6 TOG TEL TONGUE AND GROOVE STAIN TO BE SELECTED AND APPROVED BY OWNER S-I STRUCTURAL GENERAL NOTES HARDWARE TOP OF SLAB MDR HEADER TOP OF STEEL 5-2 STRUCTURAL GENERAL NOTES HTG HEATING TOM TOP OF WALL HVAC HEATINGNENTILA7ING/AIR TB TOWEL BAR 5-3 STRUCTURAL PLANS CONDITIONING TR TRANSOM HT HEIGHT T TREAD 5-4 STRUCTURAL DETAILS ©COPYRIGHT 12 NC HOLLOW CORE TS TUBE STEEL Victor Marl \ b or 6:12 ROOF PITCH SYMBOL HM HOLLOW METAL -rip TYPICALDonaldson HORIZ HORIZONTAL uG UNDERGROUND Architects NCL NCLUDED UL UNDERWRITERS All Rights D NSIDE DIAMETER LABRATORIES Reserved 1 BC NSTALLED BY CONTRACTOR LINO UNLESS NOTED OTHERWISE BO NSTALLED BY OWNER `S VAPOR BARRIER I/4" NVIF VERIFY IN FIELD REVISION ttP.> WELD SYMBOL NT NTERIORNSULATBD VI. VERSALAM TICAL VERT VERTICAL NS JT JOINT VCT VINYL COMPOSITION TILE JST JOIST V VOLTS JC JANITOR'S CLOSET W/D WASHER/DRYER KITCHEN INC WATER CLOSET DRAINAGE FLOW DESIGNATION KIT LAM LAMINATE WH WATER HEATER DATE 1 212 912 0 1 5 LVL LAMINATED VENEER LUMBER WWF WELDED WIRE FABRIC LAV LAVATORY W WIDTH/WATTS/WEST fr LH LEFT HAND WF WIDE FLANGEJOB XX ELEVATION KEYNOTE L LENGTH/STEEL ANGLE WDW WINDOW 1510 HO WITH TITLE SHEET F NNo IP WATERPROOF, PROJECT DESCRIPTION: 10 WEATHERPROOF CONSTRUCTION OF AVON BUS SHELTERS SHEET NO. T1 .0 DowSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 VICTOR MARK DONALDSON Aft igir w CLOSE WITH END PLATE 1144 1�STEEL TUBE ROOF BEAM CORRUGATED METAL N li„, ROOF(CURVED) m _ ,.,..,,.,..,_,..,_,.,._,.,.�,_ ,._,.,.,.,.,.�,.,.� , ARCHITECTURE \t AS.I III CLOSE WITH END PLATE \ \ — PLANNING / 9-g / P,TE's °; AI / 4'-10" 4'-10" (CURVED) /I— 7 STEEL TUBE ROOF BEAM 71V d=�iY STEEL TUBE BEAM 4"X4"STEEL TUBE COLUMN, STEEL TUBE ROOF BEAM(CURVED) ARCH I T E C T S RE:STRUCTURAL \ STEEL TUBE BEAM "—4"X4"STEEL TUBE COLUMN, Ia 4"X4"STEEL TUBEii 90 W BENCHMARK ROAD / _\ \ 51M. "' RE:STRUCTURALi'a COLUMN SUITE 207 POLYOARBONATE AND i'a STEEL TUBE BELOW y ? GLULAM BENCH �'© - - i'a WIRE MESH PANELS BOX 5300 —.� ® POLYCARBONATE AND POLYCARBONATE AND I \_ '? - - ALUMINUM SKI RACK AT '4 i WIRE MESH PANELS HIRE MESH PANELS i "' . APPLICABLE SITES.MOUNTING HT. A V 0 N, C 0 816 2 0 ©,III AND LOCATION BY OWNER ALUMINUM SKI RACK AT / ALUMINUM FRAME ® ALUMINUM FRAME v Fd'd'd'd'd'd'dO'di'iLii' ' IIII ABLE SIn IIIII / TING HT. 7\ IIISTEEL NBE GIRT LN BY OWNER _ 9I0.949.5200 IIIIIIIIIIIIII lei GLULAM BENCH MOUNTING HT.AND — vmda@vmda.com LOCATION BY OWNER T FAX �CORRUGATED METAL L - FAX 9 4 9.5 2 0 5 STEEL TUBE GIRT BEYONC ROOF ABOVE \ \ \ RE:STRUCTURAL p OR o LFALL,A: N/2"=I'-O" *f 51�� LEVTION FONfiL �lfiON ` 2s <<O ® / ® SCALE: /2"= I'-O" �-A- s Al \ Ni/ CORRUGATED METAL �w ` CLOSE WITH END PLATE ROOF(CURVED) v/ A3.1 10'-I' / / �, 4'-10" 4 O CURVED STEEL BAR STEEL TUBE COLUMN BELOW, I II I f RE STRUCTURAL L ///;°/.......... .... I...I...I' I + I �� w O STEEL TUBE ROOF II [I—I \ / STEEL TUBE BEAM(CURVED) �r Y O SIM. i FRAMING, . . . - 4"X4"STEEL TUBE COLUMN, �w a O Mkt, RE STRUCTURAL A STEEL NBE BEAM RE.STRUCTURAL C/' ® STEEL TUBE ROOF �II ,I �® POLYCARBONATE STEEL NBE GIRT WIRE MESH PANELS AND CO z O FRAMING(CURVED), ��� '^ A ... Z RE7'9 STRUCTURAL O 2X4 COMPOSITE HOOD ' = '- 1 ALUMINUM SKI RACK AT ❑ DECK CEILING ❑❑ Q LJ \ APPLICABLE SITES.MOUNTING HT. I [ _ AND LOCATION BY OWNER CORRUGATED METAL -ALUMINUM FRAME m ROOF(CURVED) J" 1i!!!L `O a O STEEL TUBE GIRT, / CLOSE WITH END PLATE \ RE:STRUCTURAL ICC ©_ O ROOT FRAMING L M 0 EAC K ELEVATION SCALE: I/2"= I'-O" SCALE: I/2"= I'-O" ©COPYRIGHT Victor Mato Donaldson Architects All Rights Reserved REVISION ni C. DATE 12/29/2015 JOB NO. 1510 PLAN FRAMING PLAN ELEVATIONS z SHEET NO. Al DowSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 VICTOR MARK DONALDSON AI 127 CORRUGATED METAL ROOF �, -� ARCHITECTURE 2X4 COMPOSITE WOOD ,A9l - ®n� ' PLANNING tom'! '-- cEIUNG BOARDS �� INTERIORS ®B?!%- —1 a 5/4" SINCE 1977 �Im1�� S � \ STEEL TUBE BEAM, A R C H I T E C T S RE:STRUCTURAL 90 W BENCHMARK ROAD II SUITE STEEL TUBE ROOF 207 BEAM(CURVED) BOX 5300 iiiiiiii .__.. 4"X4"STEEL TUBE .___ \ .___ COLUMN, y AVON, ii:Miiii RE:STRUCTURAL 'M IIIMIIII 970.949.5200 POLYCARBONATE AND in ���EE 4"X4"STEEL TUBE COLUMN WIRE MESH PANELS M r.'I M r.'I�j n rn """" ALUMINUM _ VIII`"a@jvll da.cOIII pawl MOUNTING FRAME 1'-4 1/2" STEEL TUBE GIRT, FAX 949:5205 III RE:STRUCTURAL _._IIII__ POLYOARBONATE AND n 111m1111 WIRE MESH PANELS m m 'ry' - OR o ALUMINUM FRAME N9 i i • 4N l GLULAM BENCH GLULAM BENCH c. `] kr LAG BOLTS �S� G``� BASE PLATE, `—AP-� ® .1 _ RE:STRUCTURAL 4"x B"EPDXY PTD. TUBE GTE,WELDED. I \ J d STL.PLATE, - IS - RE:STRUCTURAL / v m ....,_ J ,, ". . , . N STEEL TUBE SUPPORT I.IJ W 1 imil I V) O O SECT ON ® DETAIL = Y CO SCALE: I"=I'-O" SCALE: 3"= I'-O" Q J O LL1 0 co, 0 .. = 00 m ❑ Q Z m CORRUGATED METLAL ROOF ® O 0 TUBE STEEL BEAM BEYOND .. CORRUGATED METLAL ROOF 4"Xa"STEEL TUBE COLUMN a 2X4 COMPOSITE WOOD DECKING —� ' 2X4 COMPOSITE WOOD DECKING ALUMINUM SKI RACK, j- - MOUNTING HT.AND Q BITUTHENE(TO PREVENT GALVANIC ACTION) LOCATION BY OWNER ALUMINUM FRAME 2" POLYGARBONATE AND GLULAM BENCH WIRE MESH PANELS STEEL PLATE(CURVED) STEEL TUBE TUBE STEEL TUBE STEEL TUBE STEELBEAM(CURVED)BEYOND BEAM BELOW j STEEL PLATE(CURVED) ©COPYRIGHT Victor Mato Donaldson Architects All Rights Reserved DETAIL on Q on o„SET L DETAIL REVISION y DATE 12/29/2015 JOB NO. 1510 SECTION DETAILS SHEET NO. A3.1 Dor.Sign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 GENERAL NOTES DESIGN CRITERIA CONCRETE NOTES SHEET LIST z p mu) W -N O � Et � �w >co Sheet List 1. GENERAL: 1. CODES AND STANDARDS: 1. GENERAL: Q Z ' m o w IA.STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS 1A.GENERAL DESIGN Sheet Number Sheet Name -= 1A.ALL WORK SHALL CONFORM WITH ACI 301,LATEST EDITION,UNLESS NOTED OTHERWISE - w o UNLESS DIMENSIONED OTHERWISE. - INTERNATIONAL BUILDING CODE 2009 WITH TOWN OF AVON AMENDMENTS IN DRAWINGS OR PROJECT SPECIFICATIONS. S1 GENERAL NOTES z z m D 2 E S-2 QUALITY ASSURANCE NOTES 1 2. USE OF DRAWINGS: 18.LOADS m m 2A.DO NOT SCALE DRAWINGS. - ASCE/SEI 7-05"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 18.DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP-66:"ACI S-3 PLANS D N f m m o t DETAILING MANUAL"WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI S-4 DETAILS 4 z m i o t 2B.WHERE DISCREPANCIES OCCUR BETWEEN PLANS,DETAILS,GENERAL NOTES AND IC.CONCRETE 318:"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." 2 2 N w m SPECIFICATIONS,THE MORE STRINGENT REQUIREMENTS SHALL GOVERN.DETAILS ON DRAWINGS - ACI 301-05"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" °D TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.DETAILS NOTED TYPICAL APPLY - ACI 318-08"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 2. REINFORCING MATERIALS: I i i i.\41 o TO ALL SIMILAR CONDITIONS.WHERE NO SPECIFIC DETAILS ARE SHOWN,CONSTRUCTION SHALL 2A.SEE'REINFORCING MATERIALS TABLE' CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. IE..STEEL 3. REINFORCING FABRICATION: - ANSI/AISC 360-05:"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"LOAD AND RESISTANCE 3A.SPLICES: 3. TEMPORARY CONDITIONS: FACTOR DESIGN r\ NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE a 3A.THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.THE CONTRACTOR BARS CONTINUOUS AROUND CORNERS.WHERE PERMITTED,SPLICES MAY BE MADE BY STEEL NOTES IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE 1F.WOOD CONTACT LAPS. REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR - ANSI/AF&PA NDS-2005:"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"WITH 2005 - SEE DETAILS FOR LAP LENGTHS. SEQUENCES. SUPPLEMENT 1. CONNECTIONS: 38.MISCELLANEOUS REINFORCING REQUIREMENTS: 1A.PROVIDE CONNECTIONS AS SHOWN IN THE DETAILS HEREIN.REFER TO SPECIFICATION FOR 4. SUBMITTALS AND SUBSTITUTIONS: 2. SEISMIC LOADS - PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE ALTERNATIVES AND CONNECTIONS NOT SHOWN. 4A.SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. - SEISMIC DESIGN CATEGORY=B DURING CONCRETE PLACEMENT. IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS,IT SHALL BE OCCUPANCY CATEGORY=U - MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP UNLESS NOTED. 2. WELDING REQUIREMENTS: APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN,INC.PRIOR TO SUBMITTING RISK CATEGORY=II - NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS.WHERE 2A.WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. SHOP DRAWINGS.VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS.CONTRACTOR SHALL - EARTHQUAKE IMPORTANCE FACTOR,le=1.0 PERMITTED,PERFORM WELDING IN ACCORDANCE WITH AWS D1.4,LATEST EDITION. QUALIFICATION TESTS. COMPENSATE MARTIN/MARTIN,INC.FOR MAKING THE CHANGE. - MAPPED SPECTRAL RESPONSE ACCELERATION,Ss=0.265 - PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS,NOTCHES,AND REENTRANT CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS MAPPED SPECTRAL RESPONSE ACCELERATION,S1=0.074 CORNERS AS NOTED IN TYPICAL DETAILS. 28.MINIMUM WELDS:AISC SPECIFICATION,NOT LESS THAN 3/16"FILLET,CONTINUOUS UNLESS - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL - DESIGN SPECTRAL RESPONSE COEFFICIENT,SDs=0.280 OTHERWISE NOTED. USED TO PREPARE THE SUBMITTAL - DESIGN SPECTRAL RESPONSE COEFFICIENT,SD1=0.118 4. STRUCTURAL CONCRETE MIX REQUIREMENTS: SUBMIT A STATEMENT OF RESPONSIBILITY FOR CONSTRUCTION OF THE LATERAL LOAD SOIL SITE CLASS=D 4A.SEE'CONCRETE MIX TABLE' 2C.WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. RESISTING SYSTEM IDENTIFIED IN THE DESIGN CRITERIA IN ACCORDANCE WITH IBC SECTION 1706 - BASIC STRUCTURAL SYSTEM:STEEL FRAME INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. - STRUCTURAL SEISMIC LATERAL SYSTEM:STEEL ORDINARY MOMENT FRAME 5. NON-SHRINK GROUT: 48.SUBSTITUTIONS:ARCHITECTS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS RESPONSE MODIFICATION FACTOR,R=3 5A.CONFORM TO ASTM C1107,GRADES B,OR C. 2D.WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 - SEISMIC RESPONSE COEFFICIENT,Cs=0.1 TABLES J2.3 AND J2.4. 4C.NONCONFORMANCE:NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE - SYSTEM OVERSTRENGTH FACTOR,OMEGA=3 56.ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK.SUBMIT PROPOSED - DESIGN BASE SHEAR EAST-WEST DIRECTION=0.5 KIPS 2E.ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. REPAIR TO THE ARCHITECT FOR ACCEPTANCE.CONTRACTOR SHALL COMPENSATE - DESIGN BASE SHEAR NORTH-SOUTH DIRECTION=1.0 KIPS 6. PLACING REINFORCEMENT: MARTIN/MARTIN,INC.FOR DESIGNING THE REPAIR. SEISMIC ANALYSIS PROCEDURE:SIMPLIFIED ANALYSIS 6A.REINFORCEMENT PROTECTION: 2F.FIELD WELDING SYMBOLS INDICATE SUGGESTED CONSTRUCTION PROCEDURES. 5. OSHA STANDARDS: 3. WIND LOADS - SEE'CONCRETE COVER TABLE' 5A.THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN - OCCUPANCY CATEGORY=U - SEE ACI 318-11 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE - RISK CATEGORY=II ADDITIONAL REQUIREMENTS STEEL MATERIAL TABLE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. - WIND IMPORTANCE FACTOR,Iw=1.0 66.PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND FyFu BASIC WIND SPEED=90 MPH WELDED WIRE REINFORCEMENT AT POSITIONS SHOWN ON PLANS.ALL REINFORCING, 6. CONSTRUCTION ENGINEERING: - BASIC ULTIMATE WIND SPEED Vult=115 MPH STEEL ELEMENT ASTMITYPE (KSI) (KSI) COMMENTS 6A.THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR - BASIC NOMINAL WIND SPEED Vasd=90 MPH DOWELS,BOLTS,AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE ANCHOR RODS F1554 GR 55 55 75 WELDABLE,HEAVY HEX HEADED LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE.PROVIDE ALL REQUIRED - EXPOSURE CATEGORY=C CONCRETE IS POURED."STABBING"INTO PREVIOUSLY PLACED CONCRETE IS NOT ANCHOR RODS IN F1554 GR 36,F1554 GR 55, 36 58 WELDABLE,STD HEX HEAD ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS,METHODS,AND SEQUENCES OF - INTERNAL PRESSURE COEFFICIENT,GCpi=+/-0.55 PERMITTED. MASONRY OR A307 GRADE NC WORK.SUCH ENGINEERING MAY INCLUDE,BUT IS NOT LIMITED TO: REINFORCING MATERIAL TABLE BOLTS A325 OR F1852 - 120 BOLTS ARE 3/4"0 UNO,USE - LAYOUT 4. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESIGNED BY TENSION-CONTROLLED WHERE - DESIGN FOR FORMWORK THE CONTRACTOR REINF ELEMENT ASTM Fy(KSI) Fu(KSI) COMMENTS POSSIBLE - DESIGN OF CONCRETE MIXES - PRESSURES LISTED BELOW ARE ULTIMATE BASED ON A 10 SF EFFECTIVE WIND AREA. TYP REINFORCING A615 60 90 -- OTHER SHAPES A36 36 58 - S^-' - ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION - SEE'WALL CORNER AND SPECIAL ROOF ZONES DIAGRAM' WELDED&FIELD BENT REINF A706 60 80 PIPE A53 GR B 35 60 - W - WELD PROCEDURES - TYPICAL WALL AREA INWARD PRESSURE=30 PSF WELDED WIRE REINFORCING,PLAIN A497 70 80 }� DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND,SEISMIC,OR SOIL LOADS TYPICAL WALL AREA OUTWARD PRESSURE=32 PSF PLATES A36 36 58 - ^- ' - SURVEYING TO VERIFY CONSTRUCTION TOLERANCES - WALL CORNERS(OUTWARD)=38 PSF RECT HSS A500 GR C 50 62 - - EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND - TYPICAL ROOF AREA(OUTWARD)=32 PSF CONCRETE MIX TABLE ROUND HSS A500 GR C 46 62 - MATERIALS - ROOF SPECIAL ZONES(EAVES,RAKES,RIDGES AND CORNERS)(OUTWARD)=80 PSF WELDING E70 PER AWS STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN = DRAWINGS a A ELECTRODES, (I) >- c, a o THICKNESS OF 6. GRAVITY LOADS z ui THINNER PART>0.1 '�^/� 0 7. COORDINATION: 6A.SEE GRAVITY LOADS TABLE. y Z = z z INCHES(12 GA) V! Q 7A.STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL,ARCHITECTURAL AND FROM OTHER DISCIPLINES.THE CONTRACTOR 68.DRIFTING,SLIDING AND UNBALANCED SNOW he J I F z WF,WT A992 50 65 - ct SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS - GROUND SNOW LOAD=75 PSF ` 1- U H z w CO 0 AND WORK. - SNOW EXPOSURE FACTOR Ce=1.2 w 1- C o i- 1- w - SNOW LOAD IMPORTANCE FACTOR Is=1.0 a Z " O 55 0 - FLAT ROOF SNOW LOAD Pf=75 PSF F w ga re w = 0 CO la U ° Q C _ I Q 3 Q Q W O i 0 0 Z 8INTENDED USE re, c8i m m I- o GRAVITY LOADS TABLE 1 FOOTINGS/ 4.5 NWC 0.45 3/4 6 MCI Q Q SLAB-ON-GRADE 1 SUPERIMPOSED LIVE LOAD POINT LOAD ; LOCATION DEAD LOAD(PSF) LIVE LOAD(PSF) REDUCTION (LB) 1 ROOF - 75 MIN UNIFORM No -- I FOUNDATION NOTES LOAD CONCRETE MIX TABLE NOTES: 3D OVERVIEW REVISIONS SLAB-ON-GRADE - 100 No 2000 PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO: NO. ISSUE DATE II 1. DESIGN CRITERIA: -PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE.DO NOT s IA.A GEOTECHNICAL REPORT HAS NOT BEEN PREPARED FOR THIS PROJECT.A GEOTECHNICAL EXCEED THE MAXIMUM WATER-CEMENT RATIO NOTED. PERMIT 12/11/15 (l ENGINEER SHALL OBSERVE THE SITE FOUNDATION CONDITIONS AND APPROVE THE ASSUMED -PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY / 11. DESIGN VALUES FOR EACH SITE PRIOR TO PLACING CONCRETE. WOOD NOTES INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED,WITHOUT SEGREGATION OR EXCESSIVE BLEEDING.CONTRACTOR SHALL SELECT 2. FOOTINGS: APPROPRIATE SLUMP.USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. 3 - MAXIMUM TOTAL LOAD SOIL BEARING PRESSURE ASSUMED FOR DESIGN=1500 PSF / i} - ULTIMATE COEFFICIENT OF FRICTION ASSUMED FOR DESIGN=0.3 1. LAMINATED MEMBER SIZES: USE TYPE II PORTLAND CEMENT UNLESS NOTED OTHERWISE.FOR CONCRETE MIXES USED ON ' $i 1A.GLU-LAM SIZES SHOWN ARE NET.OTHER MEMBER SIZES ARE NOMINAL.WESTERN RED CEDAR FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD i) 3. FOUNDATION WALLS: WITH MINIMUM DESIGN VALUES BASED ON THE 2005 NDS.SEE'FRAMING LUMBER TABLE'FOR i 3A.EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN: MINIMUM GRADES. a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED,USE THE FOLLOWING AGGREGATE t1 - "AT REST CONDITION ASSUMED FOR DESIGN=50 PCF SIZE NUMBERS PER ASTM C33: 11 3/4":#67 AGGREGATE 2. FRAMING LUMBER: 1" 38.WALL DESIGN BASED ON ON-SITE GRANULAR FILL ADJACENT TO FOUNDATION WALLS. I a 2A.DRY(19%MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION),WESTERN RED CEDAR i in 1- WITH MINIMUM DESIGN VALUES BASED ON THE 2005 NDS.SEE'FRAMING LUMBER TABLE'FOR b.WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE,PROVIDE AIR ENTRAINING ADMIXTURE. 4 cc z TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR+/-1 1/2%.AIR a w E MINIMUM GRADES. PROJECT NO: M15.1070 cz7 a CONTENT NOTED IS BASED ON 3/4"AGGREGATE.IF 3/8"AGGREGATE IS USED,INCREASE AIR 1 w L 3. GLUED LAMINATED MEMBERS: CONTENT BY 1 112%. I DATE: 12/11/15 q 0 0 3A.COMBINATION SYMBOL: ©MARTIwMARTINzois 1. REQUIRED SUBMITTALS: c.ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS: II - 20E-V13 1A.THE FOLLOWING SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR APPROVAL: MCI=MAXIMUM CHLORIDE ION LIMITS,0.15 FOR CONCRETE EXPOSED TO CHLORIDES IN USE. - CONCRETE DESIGN MIXES 38.MINIMUM DESIGN VALUES ARE BASED ON THE 2005 NDS. �; - REINFORCING SHOP DRAWINGS SHEET TITLE: STEEL SHOP DRAWINGS / ag FRAMING LUMBER SCHEDULE �J GENERAL NOTES {i 14 Lu TYPE OF USE GRADE Fb(PSI) Fy(PSI) E(PSI) - )a :" z GLU-LAM BEAMS(CEDAR) -- 2000 265 1,500,000 r "si o- 0 ;t i- co W S-1 ' m.oce II mo_WJO ig Dor.Sign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 STRUCTURAL CONCRETE TESTING STRUCTURAL STEEL INSPECTIONS QUALITY ASSURANCE GENERAL NOTES Z w ° co n‘izo ITEM FREQUENCY STANDARD CRITERIA INSPECTION D_ z :m ce STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING W REINFORCING STEEL,BOLTS ITEM TASK STANDARD CRITERIA/REMARKS < w F m c= AND EMBEDMENTS PRIOR TO FABRICATION OR PERFORM AISC 360,CHAPTER N REVIEW MATERIAL TEST REPORTS 1. GENERAL: ERECTION AND CERTIFICATIONS FOR IA. OF WORK " WELDING PER STRUCTURAL STEEL TESTING A.SCOPEZ z m °m _ E STRUCTURAL STEEL,FASTENERS, - THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S)TO PERFORM ; m °m w CONCRETE ANCHR RODS,HEADED STUD SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED r 4 o m -COMPOSITE SAMPLE ASTM C172 OBTAIN AT POINT OF PLACEMENT.FOR DRILLED ANCHORS HEREIN. 4 5 Lg m s a m m s 1.fc<5000 PSI 100 CY/MIX/DAY PIERS OBTAIN NEAR BEGINNING OF LOAD PRIOF - SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING 2 D n w m rn TO PLACEMENT IN SHAFT.ADJUST FREQUENCY PRIOR TO WELDING JURISDICTION REQUIRED BY IBC 2009 SECTION 110. y AS REQUIRED TO PROVIDE MINIMUM 5 TOTAL - REFER TO THE SPECIFICATIONS FOR REPORTING AND PROCEDURAL REQUIREMENTS FOR g TESTS PER MIX BUT NOT MORE THAN ONE REVIEW MANUFACTURER PERFORM AISC 360,CHAPTER N QUALITY ASSURANCE AND QUALITY CONTROL. I i i i h\4 SAMPLE PER TRUCK LOAD. CERTIFICATIONS FOR WELDING REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL PROCEDURECONSUMABLESS AND WELDING SLUMP/SLUMP FLOW EACH ASTM C143(SLUMP) SPECIFIED SLUMP SHALL BE AS SUMBITTED IN SPECIFICATIONS INSPECTION AND TESTING THAT MAY BE REQUIRED. o COMPOSITE THE MIX DESIGN±1 1/2".PERFORM ADDITIONAL - SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK SAMPLE TESTS WHEN CONCRETE CONSISTENCY FIT UP OF WELDS,INCLUDING OBSERVE AISC 360,CHAPTER N ADDED BY AMENDMENTS TO THESE DOCUMENTS. APPEARS TO CHANGE. JOINT GEOMETRY,AND D CONFIGURATIONS AND FINISH 1B.DEFINITIONS -AIR CONTENT WHEN AIR EACH ASTM C231 - OF ACCESS HOLES - SPECIAL INSPECTOR:THE AGENCY ENGAGED BY THE OWNER AND APPROVED BY THE ENTRAINMENT IS SPECIFIED COMPOSITE PRESSURE METHOD MATERIAL IDENTIFICATION OBSERVE AISC 360,CHAPTER N AUTHORITY HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM AND LIGHTWEIGHT SAMPLE (NWC) WELDER IDENTIFICATION OBSERVE AISC 360,CHAPTER N INSPECTIONS. CONCRETE OR ASTM C173 SYSTEM - SPECIAL INSPECTION:INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC VOLUMETRIC 2009 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND METHOD(LWC) REFERENCED STANDARDS. DURING WELDING - (P)PERIODIC INSPECTION:THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL -TEMPERATURE EACH ASTM C1064 REQUIRED WHEN AIR TEMPERATURE IS 40°F USE OF QUALIFIED WELDERS OBSERVE AISC 360,CHAPTER N INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA COMPOSITE AND BELOW OR 80°F AND ABOVE. CONTROL AND HANDLING OF OBSERVE AISC 360,CHAPTER N WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK(100%VISUAL)SHALL BE SAMPLE AND WELDING CONSUMABLES MADE AT THE COMPLETION OF THE WORK. 60 MIINTERVALS NUTE NO WELDING OVER CRACKED OBSERVE AISC 360,CHAPTER N - (C)CONTINUOUS INSPECTION:THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF TACK WELDS WORK BEING PERFORMED.SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE ENVIRONMENTAL CONDITIONS, OBSERVE AISC 360,CHAPTER N WORK IS BEING PERFORMED.OBSERVATION OF ALL WORK(100%VISUAL)SHALL BE MADE AT THE COLD WEATHER CURING ASTM C1074 RECORD MAXIMUM AND MINIMUM CONCRETECOMPLETION OF THE WORK. TEMPERATURE DURING CURING PERIOD,WHEN AND WPS FOLLOWED DAILY AVERAGE AIR TEMPERATURE OF 40°F OF WELDING TECHNIQUES-SINGLE OBSERVE AISC 360,CHAPTER N IC.DEFICIENCIES IN WORK BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS PASS WELDS - CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY DURING CURING PERIOD. WITH THE CONTRACT DOCUMENTS AND REFERENCED STANDARDS. -COMPRESSIVE STRENGTH EACH ASTM C31(6x12 TEST ONE CYLINDER SPECIMEN AT 7 DAYS AND AFTER WELDING - ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE COMPOSITE SPECIMENS) TWO CYLINDER SPECIMENS AT 28 DAYS. IF WELDS CLEANED OBSERVE AISC 360,CHAPTER N BORNE BY THE CONTRACTOR. SAMPLE AND ASTM C39 DESIGN STRENGTH IS NOT ACHIEVED AT 28 SIZE,LENGTH,AND LOCATION PERFORM AISC 360,CHAPTER N DAYS,TEST REMAINING CYLINDER AT 56 DAYS. OF WELDS 2. SHOP FABRICATIONS: ACCEPTANCE CRITERIA PER ACI 318. 2A.GENERAL WELDS MEET VISUAL PERFORM AISC 360,CHAPTER N,AWS WHERE INSPECTOR OBSERVES - PERFORM INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND STRUCTURAL CONCRETE TESTING NOTES: ACCEPTANCE CRITERIA D1.1 QUESTIONABLE WELDS, ASSEMBLIES AS NOTED HEREIN.SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTIONS AND 1. NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT,BUT WILL NOT BE USED AS SOLE BASIS FOR NON-DESTRUCTIVE TESTING TESTING UNLESS THE FABRICATOR IS REGISTERED AND APPROVED BY THE AUTHORITY HAVING APPROVAL OR REJECTION OF DEFICIENT CONCRETE. SHALL BE PERFORMED JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION HAS A 2. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION:DATE OF ARC STRIKES PERFORM AISC 360,CHAPTER N CURRENT ICC-ES EVALUATION REPORT. CONCRETE PLACEMENT,LOCATION OF CONCRETE BATCH IN WORK,DESIGN 28-DAY COMPRESSIVE STRENGTH, REPAIR ACTIVITIES PERFORM AISC 360,CHAPTER N - SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP CONCRETE SUPPLIER AND MIXTURE ID NUMBER,TIME OF BATCH AND PLACEMENT,AMBIENT AIR TEMPERATURE,SITE FABRICATION AND QUALITY CONTROL PROCEDURES,UNLESS FABRICATOR IS REGISTERED AND ADDED WATER AND ADMIXTURES,UNIT WEIGHT,AND AS REQUIRED BY ASTM C39. APPROVED. - AT THE COMPLETION OF FABRICATION,THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE AUTHORITY HAVING JURISDICTION ACCORDING TO IBC 2009 SECTION 1704.2.2 - APPROVED FABRICATORS MAY PERFORM TESTING NOTED HEREIN EXCEPT THAT S. NONDESTRUCTIVE TESTING(NDT)SHALL ONLY BE PERFORMED BY PERSONNEL WITH QUALIFICATIONS THAT MEET OR EXCEED THE CRITERIA OF AWS D1.1 SUBCLAUSE 6.14.6 AND -1—+ AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING(ASNT)SNT-TC-1A OR ASNT CP-189. — W ) 28.SHOP FABRICATIONS INCLUDED - SHOP FABRICATED STRUCTURAL STEEL 0 Ct CO 0 _I 0 U O z t < > Q 1 I I REVISIONS NO. ISSUE DATE II :r PERMIT 12/11/15 fl II I} ofJa IT gI-- i¢ o W IT en 1— w Z Ii wz a PROJECT NO: M15.1070 I w a DATE: 12/10/15 ti ii 00 MARTIN/MARTIN 2015 3I I. SHEET TITLE: it QUALITY ,1 ASSURANCE 14 a NOTES f 1 z 4¢ SHEET NUMBER: - a I m o_ IU `_— ) II OU J L Mce0ce #I mD-W d II Dor.Sign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 w Q . i o� 2 w ' w D o x a r N u 0 z Z o 0 0 E_ � m m N Iry— D Q o 6 m LLQ c Z N ;D P L L D N W P s cn O] O 10'-8e 0 Alk6" 4'-10" ®4'-10" 6" a: HSS5x2x1/4 HSS5x2x1/' HSS4x4x114\\ TYP __ HSS4x4x1/4 /HSS4x4x1/4 HSS4x2x1/4 HSS4x2xl/4 \— ■ —/ w11-. HSS5x3x1/4 (107'-5") w HSS5x3x1/4(10T-5") w LLLJJJ L LLLJJJ gh = = _Et 7 r r II Ely v HSS4x2x1/4 v HSS4x2x1/4 vRi+JxxxxHSS4x4x1/4 L - HSS4x4x1/4 � �� p /x HSS4x2x1/4 = HSS4x2x1/4 x x HSS5x3x3/8 (108'-8") o\ HSS5x2x1/4 HSS5x2x1/4 -- TYP © 0 Mrm OROOF PLAN O FOUNDATION PLAN 1/2"=1'-0" 1/2"=1'_0" ^�' W = ( ) Cl) 0 ^ 0 COCt O 0 U O z I < > Q 1 HSS5x3x1/4 HSS5x3x1/4 1 ❑ (101'-7") ❑ (101'-7") ❑ v (103'-11') ® (103'-11") v REVISIONS x r TYP x NO. ISSUE DATE II u) c 0 w c o PERMIT 12/11/15 fl x x j' II ❑ ❑ 3 } alla gl€ iE o W il w Z 11 w E PROJECT NO: M15.1070 11 w a DATE: 12/10/15 q 0 0 ©MARTIN/MARTIN 2015 II (n SHEET TITLE: it PLANS if { GIRT PLAN 1e w Z 1/2„=1'_0" ll a SHEET NUMBER: i.¢ r It m a w —3 J mo_wa .g DowSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 1 1/2" SEAL Z p o co,6 W -N TYP W " zo MTL ROOF. Q IS i � .° o J 31/8"x161/2"GLULAMHORIZ CH • SEE ARCH eL SEAL w o= I SEE ARCH - w ° �0 3/16 I� Z o" • 1Ii_ 1114 CORRUGATED3/16 I METAL DECK Q Z ,n a d m A VF SEE ARCH / 2 °o n w m 1 cn 11111111111111111� lite 1/4 I ����' 3 SIDES g - mi. 0 r ® 1/4 I o TSB PL318x3 CONT PL 318x8x8 WI © 1/4 I 3 SIDES 1/4 I #12 @18"OC SCREWS (4)#12 SCREWS oI HOOK ET @ 12"OC EW Q SEAL 1l4 th------A r\ E (3)SIDES ? 0 HOOK EA END _ . a RR v a LAP SPLICE 3'-0" � HSS4x3x114 �,m,- la 3/16 I IUI41111 In IILitli — mImIm CAP ��� z III III ON RAFTER PLATE 4 III 3"CLR , GEOTECHNICAL ENGINEER I , '1/4 I cc a • SHALL VERIFY ADEQUATE I I= I= = LI BEARINGNS THAT MEEOR EXCEEDO IOTHE ASSUMED SEE my DESIGN VALUES SHOWN IN THE NOTE:41 .ALL WELDS AT HSS MEMBERS SHALL I ,," 1'�^ GENERAL NOTES. FOR ADDITIONAL BE SEAL WELDED ALL AROUND REQUIREMENTS (2)#4 LONG 10 11/2"=1-0" BENCH CONN TO CONC 7 1"=1"-0" FND WALL AND COL BASE PL 4 11/2"=1-0" ROOF EDGE 1 11/2"=1'-0" TYP OVERHANG AT LOW END c_ 1/4 I SEE ARCH 10" PL WASHER 1/4x1 1/2x1 1/2 W/STD HOLE 1 i1 SEAL In I/I :!ri1__4I T (3) / n ON RAFTER 0 i n — 14.,___, , COMPOSITE DECKING SEE ARCH 1 ' PL 3l4 I v J I CURVED PL1/4x2 3/16 '^ V! 0 M� CC (4)1/2"0 F1554 Gr.36 W 0 ANCHOR RODS W/1'-0" _I EMBEDMENT IN CONC SEE S FOR ADDITIONAL REQUIREMENTS OU i O z I O i 8 3"=1'-0" COL BASE PL AT EDGE 5 11/2"=1'-0" CEILING SUPPORT 2 11/2"=r-0" TYP OVERHANG AT HIGH END < Q e 1 SEE ARCH REVISIONS PL '1/4 I NO. ISSUE DATE 1r e 1/4x11/2x11/2 PERMIT 12/11/15 fl li W/STD HOLE i -J ? zt Z-,,!MAI i''''• ! t; E.4 r HSS4x2x114 11 (ed CO jf / ! 3/16I TYP Mill Mt 1= li a en 1- di z a Q o0 ` PROJECT NO: M15.1070 .1 E 1- _ I DATE: 12/11/15 {{ 0a PL 3/4 , 1/4 ©MARTIN/MARTIN 2015 1I SS1i SHEET TITLE: 1 DETAILS ,! (4)1/2"0 F1554 Gr.36 — rr' 11 w ANCHOR RODS W/1,-0e 14 e a it EMBEDMENT IN CONC AI mi Z SEE FOR ADDITIONAL REQUIREMENTS //�� < �"1 SHEET NUMBER: if co 0- a 11 g26eo 11/2"=1.-0" RAFTER SUPPORT AT HIGH BEAM 11/2"=1.-0" COL TO GIRT CONN m�o� 9 3"=1'-0" COL BASE PLAT CORNER 6 3 '4 mD_ Ig Wd DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 _ Vim tFr� 4r. — r- �v 0 R D. tD Z b z n = M0 n = 7T LI) • G ` r� % .l LOADED JOE'S — E. BENCHMARK ROAD * I DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 AN B BANK i go r jjp 7� 8 �r r ANB BANK - BEAVER CREEK PLACE & CHAPEL PLACE # Z BLL � 270 AVON CROSSING/CANYON RUN; 3 f � � L �. 44 DocuSign Envelope ID: 2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 F EAGLE BEND NORTH TRACT q BUILDING G 3 OP Aba 'JAW- lk %.- lk� Ior DowSign Envelope ID:2C3665AB-F]CD-4455-880C-F9EBEAB]B8B4 GENERAL NOTE(S): ABBREVIATIONS: 1. ALL WRITTEN DIMENSIONS SUPERCEDES SCALED DIMENSIONS. 2. IF DRAWING IS NOT PRINTED 1:1 ON THE PAGE SIZE LISTED ON THE DRAWING PACKAGE DESIGNED BY: AB = ANCHOR BOLT J-BOX = JUNCTION BOX DRAWING:ARCH D-SIZE SHEET(24"x36"),ARCH B-SIZE SHEET(11"x 17"), ABV = ABOVE JCT = JUNCTION THEN DRAWING IS NOT TO SCALE SHOWN. SOUTHWEST FABRICATION ADJ = ADJUST LB(S) = POUND(S) 3. SOME HIDDEN LINES OMITTED FOR CLARITY. ENGINEERING DEPARTMENT AFG = ABOVE FINISHED GRADE LRG = LARGE ALUM = ALUMINUM LT = LIGHT 4. ALL HATCH AREA'S ARE REPRESENTATIVE ONLY. ASM = ASSEMBLY LTG = LIGHTING 5. NO CHANGES TO DESIGN WITHOUT THE AUTHORIZATION OF THE BC = BOLT CIRCLE MFG = MANUFACTURING DESIGNING ENGINEER SHALL BE PERMITTED. BTM = BOTTOM MIN = MINIMUM 6. ALL DESIGN CHANGES MUST BE SUBMITTED IN WRITING FOR AVON BUS SHELTER BOP =BRKT = BRACKETOM OF PIPE MTL = MATCH= METAL LINE ENGINEERING APPROVAL. OR CL = CENTER LINE NTS = NOT TO SCALE 7. INSTALLATIONS SHALL BE INSTALLED PER ALL APPLICABLE STATE CONC = CONCRETE NO OR# = NUMBER AND LOCAL CODES.(BY OTHERS) CONN = CONNECTION OC = ON CENTER 8. ALL UNITS ARE PREFABRICATED AND WELDING IS PERFORMED AVON, COLORADO CR = COLD ROLLED OD = OUTSIDE DIAMETER WITHIN MANUFACTURER'S SHOP. CTR = CENTER OR = OUTSIDE RADIUS 9. ALL STRUCTURAL STEEL CONSTRUCTION SHALL COMPLY WITH THE DBL = DOUBLE P = PAINT AISC MANUAL OF STEEL CONSTRUCTION. DESC = DESCRIPTION PAV = PAVEMENT MODEL: AVC10 DIMORO = DIMENSION PERF = PO FORATEDT DN = DOWN PNL = PANEL DR = DOOR PL = PLATE EA = EACH QTY = QUANTITY ELEV = ELEVATION RAD = RADIUS S ELECT = ELECTRICAL RB = ROUND BAR DRAWING SYMBOL(S):) EQUIP = EQUIPMENT REF = REFERENCE . DATUM- EST = ESTIMATED REQ'D = REQUIRED DIMENSIONING REF POINT DRAWING INDEX EXIST = EXISTING REV = REVISION VIEW DIRECTION ID EXT = EXTERIOR RND = ROUND All COUNTERSINK FAB = FABRICATION RO = ROUGH OPENING Q DESC SHEET FB = FLAT BAR SCH = SCHEDULE SHEET LOCATION COUNTERBORE FC = FIELD CUT SHT = SHEET ELEVATION COVER 1 FDN = FOUNDATION SIM = SIMILAR LAYOUT/ASSEMBLY 2 FIN = FINISH SPD = SOLID FG = = SOLAR VIEW DIRECTION CX X/X" ±0 —1.--- WELDMENTS 3 FLG = FANGED GRADE SQ = SQUARE ID VIEW DIRECTION ROOF FRAMING PLAN AND DETAILS 4 FLR = FLOOR SQ FT = SQUARE FEET EXACT DIMENSION±0 FM = FIELD MEASURE SQ IN = SQUARE INCHES PERFORATED METAL AND C-CHANNEL FRP = FIBERGLASS SS = STAINLESS STEEL SHEET LOCATION DETAILS 5 REINFORCED PLYWOOD STD = STANDARD ID FV = FIELD VERIFY STL = STEEL COMPLETE SECTION BENCH AND SKI RACK DETAILS 6 GA = GAUGE SUPP = SUPPORT ---� X COMPLETE BILL OF MATERIALS 7 GALV = GALVANIZED SYM = SYMMETRICAL X X i SHEET LOCATION GL = GLASS SYS = SYSTEM �� ID I ENLARGED I HGT = HEIGHT TB = THROUGH BOLT ADDENDUM 1 ADDENDUMS 1 HOR = HORIZONTAL TBD = TO BE DETERMINED VIEW DIRECTION HR = HOT ROLLED TBS = TO BE SELECTED SECTION I VIEW I HOLW = HOLLOW TH = THROUGH HOLE -�HEIGHT I DETAIL i HSS = HOLLOW STRUCTURAL TS = TUBE STEEL dalk 9'-0 5/8" i REVIEW STEEL TYP = TYPICAL EXTENSION LINE ID = INSIDE DIAMETER WA = WEDGE ANCHOR AFG�� LOCATION IR = INSIDE RADIUS W/O = WITHOUT ELEVATION ❑ APPROVED INT = INTERIOR VERT = VERTICAL w/ = WITH 0 APPROVED AS NOTED LINETY P ES: ❑ REVISE AND RESUBMIT HIDDEN(THIN) ❑ REJECTED OBJECT(THICK) ❑ FOR INFORMATION ONLY PHANTOM(THIN) CENTER H—X X/X"-H DIMENSIONS(THIN) SIGN/DATE: MISC(MID) COMMENTS: HATCH PATTERNS: (REPRESENTATION ONLY-NO SCALE) ANNOTATION SYMBOL(S): k x a 0 = CODED NOTES inntratatt / //� e� (X) = ID LETTER,REFER TO PERFORATED STEEL ALUMINUM WOOD CONCRETE INDIVIDUAL SHOP DRAWINGS *** DRAWING STATUS *** METAL FOR DETAILS r IIIDRAWN : JH 18FEB2016 ❑ APPROVED ❑ SHOP DRAWINGS j -- III=III- El: RV 18FEB2016 0 MEASURED DRAWING FINAL- FOR PRODUCTION I11=III=11I APPROVED : JS 18FEB2016 ElRECORD DRAWING DATE: 00MAR2016 s, SHADE FOR GENERAL PLASTIC, EARTH AGGREGATE, LAST REV : - - ❑AS BUILT CLARITY (MULTI-PURPOSE) RUBBER GRAVEL , SOUTHWEST FABRICATION • HINTZE COMPANIES • 22233 NORTH 23RD AVENUE, PHOENIX,ARIZONA 85027 • PHONE: 623.587.4648 • FAX: 623.492.4648 • www.lacorstreetscape.com/www.sw-fab.com MODEL : AVC10 I! cf?r 10' WIDE CUSTOM SHELTER COVER SHEET Transit,Urban&Lan gp F ur nis h ia gs DO NOT COPY! Copytht 0 2014,Slreekcepe Inc. aareea mawmg me,o rore9reaaeoco,EoueSanm anvron". sogda bat cola, SHEET: 1 OF 7 SHEET SIZE:ARCH D DowSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 GENERAL NOTE(S): P19/16" A it1 4 V TYP 09/16" 1. DRAWING DESIGN PROVIDED BY CUSTOMER SUPPLIED DRAWINGS v o 6' "AVON BUS SHELTER,AVON,COLORADO." p� a a — 2" . 2" f �P 2. INSTALL 01/2"ANCHOR BOLTS PER STATE,LOCAL AND ALL Q' . o -1 i APPLICABLE CODES. �L � �� ° w 1 0 1 1[2" y Z 1 r z ��®�°� 2„ a 0 IMPORTANT THINK r r �, r 0 a �� w ®� 9 i i REFER ET COVER ET NO.1 FFI1 T! Ifll—III FOR GENERAL NOTES,SYMBOLS, FIRST. 0 I I I I O U H i� F L U J1 L F i z0' L J 2" 8" o U Q • AND LEGEND 10" °z °z �, • • 0 L- -� CODED NOTE(S): 0 U TYP :, G G 1. PL1[4"END PLATE CCAP❑ a U' 1 12" 1 2. 16 GAUGE-.2❑DRD n.❑12STG PERFORATED METAL Y O Y a 2" 1 1 2" E t L. WESTERN RED CEDAR GLULAM BENCH wnCLEARCOAT co co - 4" 4. FB 8" " iii 'm - 8" 1[4 V a 22 GAUGE CORRUGATED METAL ROOF-BW❑❑❑4 O� I1 6. ALUMINUM SKI RACK, PROVIDED LOOSE FOR CUSTOMER PLACEMENT, ONE PER SHELTER[SCREW PL3/4" CORNER PL3/4 EDGE OR BOLTED CONNECTION MID ROOF SUPPORT O FOOTPAD DETAIL GYP❑ FOOTPAD DETAIL Cl" 110"71r8" POST A."02"❑1[4 SCALE: 0'❑1[0" SCALE: 0'❑100" 8. BENCH STAND ASSEMBLY . COLOR: ROOF OUTLINE - - - - SHELTER: RAL E021 SECTION A-A ROOF:TBD LMUST CHOOSE ONE COLOR CITOP VIEW 0 FROM ILSI❑STANDARD ATAS COLORS❑ SCALE: 0'❑1 I0" Q HSS❑02❑1 4 HSSn 02❑1 r4 121"1001"❑ ❑❑1❑[16"[6m 1❑[16"❑ r E8"r3 110"❑ II..--.II CB"14010"0 1 ill O n82 T[:=73'6'33E40 HSS4 02 El IIHSS4 02 01C4 ' _ a LEVEL❑III\ Ilk AK AIL AIL 1 ry, TYP C-X.D I I TOP OF HSS U ir JCJCx o 0 0 !i o co HSS4 ❑2 014 o co HSS4 02❑1[4 0 A A �1 4 V TYP CAI ❑ ❑ ❑ co LEVEL 4 R1 LB❑8" R1❑�❑8"❑ co In _ _ _ U �Ul TOP OF HSS IU Cl/ C C C ;:l --v1g11 . - ' I .1C4 V (TYP ' ( HSS4 ❑2❑1C4 C4 HSS4❑2❑1 t 1 ( MD n :HI O' ALL :I 1 ALL O O AROUND O AROUND HSS❑02❑1[4 HSS❑❑2❑1[4 'o , 1 o t . I PURLIN PLAN *DIMENSIONS ARE IN INCHES o 1 S °> I SCALE: NTS 1n 1 ❑ ❑ iiiii�+a. E9 �l 0 0 �gtaa<< LEVEL❑ , F .,. I _ E (ll TOP OF HSS$ ❑ • N N • QI U U o f U ki co `t'1111111:<}.:1 `t'<Iiiiii O ® Hiiiii::: HSS4 ❑4❑1 4 HSS4❑4❑1 4 HSS4❑4❑1[4 xr� ', ALL io , Ocso LEVEL 1 -ROOF LEVEL 1 -ROOF LEVEL 1 -ROOF El Eo wO , O AROUNDo �1R' 2O ALL .111 � � � xj AROUND HSS❑❑❑❑1[4 HSS❑❑❑❑1[4 ' : •'.. CO " " 1-... l J LEVEL 1-❑ LEVEL 1-❑ g� x x x, LEVEL 2 •• •• e. l ER 1I `".x3 xe�x :' .x3.x3...3«ox. 612" ffil -, -----.7.-- .....--..---.-__- - _ - --(f 11 TOP OF HSS$ o ❑ o ❑ 1f17 I�IrtC1p �n It PF2 1 ) w o f O16 tEl 2 __1 t OI 2 co _1 co LEVEL TYP FG1 HSSI1 DE 0❑ ❑S"AEI 0"❑ [4-. C8" E10"0 ❑❑'CBE11"❑ LEVEL❑ HSS4 02 014 116"fID03"0 4E'[Mir El - HSS4 04❑114 El PIECED LEVEL❑-ROOF HSS4 04 014 120"IOU LEVEL 1 -ROOF LEVEL 1 -ROOF FRONT VIEW SIDE VIEW(TYP) GIRT PLAN *DIMENSIONS ARE IN INCHES SCALE: 1"❑1 CO" SCALE: 1"01 0" SCALE: NTS A - - - - - MODEL : AVC10 REV REASON BY CHK APPR DATE 10' WIDE CUSTOM SHELTER SCALE: AS NOTED DRAWN: JGH laccr LAYOUT / ASSEMBLY DATE: 18FEB2016 CAD REF:DWGS\SHELTERS\MISC CITY* Transit,Urban&Landscape Furnishings DO NOT COPY! Cocrngnc®201d sireetS,. 0 m..noie e,m pen m eware. soq•n oo..ma.eor sreererav,aaig esies.ea.eor sreeneapem'omwrin.n SHEET: 2 OF 7 SHEET SIZE ARCH D DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 -- BILL OF MATERIALS -- * CUT A TT MATERIAL \DESCRIPTION: LENGTH ** REMARKS: G Y I LBS(EA) A 2 HSS4"04"❑1C4" 10403 106.20 - SHARP ! B ❑ HSS4"❑4"❑1C4" ❑❑1[8 ❑6.80 - REMOVE ALL BURRS AND C 6 HSSE'❑L'❑1 C4" ❑❑ 00.6❑ - SHARP EDGES D 6 HSSE'❑U'❑1C4" ❑4 04.00 - E 1 HSSE'017'11❑43" 112 161.10 - F 1 HSS4"02"❑1C4" 1 1[8 0.00 - G ❑ HSSE'❑U'❑1 C4" 82 LEI 106.22 - H 4 HSSE'02"❑14" ❑❑ 46.40 - J 6 HSS4"02"❑1C4" ❑❑ 118.❑4 - *REFER TO LAYOUT/ASSEMBLY DRAWING FOR LOCATION(S). **WEIGHTS GIVEN ARE APPROXIMATE ONLY. ! IMPORTANT NOTICE ! DUE TO FABRICATION TOLERANCES AND VARIANCES CHECK DIMENSIONS THINK BEFORE tilitil ii4Ix CUTTING! FIRST! / 14 V ❑ 1 �\\\V � ,/ 1 V Ti❑ 1 V HSS❑El❑2❑1C4 HSS❑❑2❑14 HSS4 74 El 4 HSS4❑4 C 14 HSS4 114 114 LEVEL 1 TO ROOF �❑ LEVEL 1 TO ROOF �❑ LEVEL 1 TO ROOF ii, 14 V d❑ 14 V 14 V d❑ 14 V HSSD❑❑❑1[4 HSS❑❑❑❑14 HSS4 02 014 HSS4❑2❑14 I:CI I:❑ x, I:El y N LEVEL 1-0 / N LEVEL 1-0d d ,_,\ 14V 14V 14 V 14 V 14 V m ❑ n ❑ 14 V o 14 V d❑ 14 V 14 V d❑ 14 V o ❑ ❑r _1 ❑ o ❑ ❑ HSS4❑2❑1 C4 %.,/ HSS4❑2❑1[4 ❑ ❑ 90 w �] ❑ w f$ E /// 61E ❑ > ❑ > cn u) u) w u) w u) u) N) J J = _ 2 z 14 V NI / 14 V lA V14 17HEN LEE 14 V 14 V d❑ 14 V 14 V d❑ 14 V HSS❑❑❑❑❑8" [I/1E [ AD , HSS4❑2 01C4 HSS4 02 014 [ , LEVEL❑ C 50 El PIECED HSS4 04 014 HSS4 02 014 HSS4 04 014 LEVEL 1 TO ROOF LEVEL 1 TO ROOF / 114 V ❑ 14 V \if 14 V CH❑ 14 V 021114 GIRT WELDMENT PLAN HSSD 2 01 4 HSS❑❑2 01 14 SCALE: NTS DIMENSIONS ARE IN INCHES 3,❑ �/ n HSS000014 / PURLIN WELDMENT PLAN SCALE: NTS DIMENSIONS ARE IN INCHES - - - - - MODEL : AVC10 A REV REASON BY CHK APPR DATE 10' WIDE CUSTOM SHELTER SCALE: AS NOTED DRAWN: JGH ►P WELDMENTS DATE: 18FEB2016 CAD REF:DWGS\SHELTERS\MISC CITY* Trausr,nUrban Lannscaps FDO NOT COPY! SHOP DRAWING am®zo,..s,��P°� mre�oaaamobormpa m vnnea are augea mma wnanwn mat N,repmauroa.ueea,manuraaurea or SHEET: 3 OF 7 SHEET SIZE: B DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 -- BILL OF MATERIALS -- U) B (U) *T Q CUT **WT END CAP 'A EN(D CAP 7 C END CAP A T MATERIAL \DESCRIPTION: LENGTH REMARKS: G Y LBS(EA) N 4 FB1 C4"02" 16 ❑[8 2.02 - FB1/4"x2" P 4 FB1C4"E2" 10016 2.22 - (TYP) — — — — ❑ 4 FB1 A"! 2" 20 1 2 2.82 - R 4 FB1 C4"❑2" 16 2.26 - (N)TYP S 04 2"04"COMPOSITE WOOD E2 12 ED) - T 1 22 GA.ALUMINUM CORRUGATED ROOF SYSTEM 80 0a00 - U 6 PL1 C4"❑4❑8"❑4❑S"END CAP PLASMA 1.00 - STEEL ROOF — — J — *REFER TO LAYOUT/ASSEMBLY DRAWING FOR LOCATION(S). MEMBERS **WEIGHTS GIVEN ARE APPROXIMATE ONLY. (TYP) ) — —[ 1_ — VERTICAL STEEL / _Ii...A i COLUMNS B SEAL (TYP) (P)TYP (TYP)> ) BITUTHENE 1,0 STEEL ROOF BITUTHENE STUCTURE (TYP) — — — — 2"x4"x521/2" 1-->' COMPOSITE WOOD �0 0 — — 39" / �% 1/4" DECK CEILING 0 0 / / EVENLY SPACED (TYP) o (S)TYP 0 / (Q)TYP / 0 0 o / 1 O rZ////////////////...1 (T) WOOD DOECKOCEILEING _ _ HSS5x5x1/4 CORRUGATED 0 ROOF o PL1/4"x 2" (TYP) 0 3/16 \ 0 (R) TYP 3/16 BITUTHENE 0 1 OVER STEEL 0 MEMBERS ONLY o CD ROOF SECTION B-B (TO PREVENT • • (L) SCALE: a'❑1 CO" GALVANIC ACTION) END CAP END CAP _\ C END CAP (U) (U) (U) n19 1/2" n82 5/16" ROOF PLAN n16 5/8" n19 3/16" SCALE: NTS r n16 5/16" 1/4 �� PL1/4 \ .- Imo- �r--' n23 3/8 I r ..- - _ — i n201/2" CAP j �� n18 3/4" / R158 5/8"[R131-2 5/81 � �.�'i f' n16" ! IMPORTANT NOTICE ! t '/G 1"TYP ,► DUE TO FABRICATION TOLERANCES AND VARIANCES l ...•��0 CHECK DIMENSIONS PL1/4"x 2" 1/4"-14 x 1 1/2" _ THINK SCREWS(TYP) ROOF SECTION C-C , � BEFORE E1 CUTTING! FIRST! -C SCALE: 1"❑1 CO" j ROOF SECTION A-A ell SCALE: Cr❑1 EO" MODEL : AVC10 A - - - - - 10' WIDE CUSTOM SHELTER REV REASON BY CHK APPR DATE rag?" SCALE: AS NOTED DRAWN: JGH Transit,Urban&Landscape ROOF FRAMING PLAN AND DETAILS DATE: 18FEB2016 CADREF:DWGS\SHELTERS\MISCCITY* Furnishings DO NOT COPY! SHOP DRAWING ,ore�tl�b eerbpab arty I im.These tlesl9ns arM tlreMn9s are sugeu mtM1e mntlnbn tM1at SHEET: 4 OF 7 SHEET SIZE B DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 -- BILL OF MATERIALS -- GENERAL NOTE(S): *T Q **WT 1. PERFORATED METAL RIVET SPACING SHALL BE PLACED 6"-Er ! IMPORTANT NOTICE ! A T MATERIAL \DESCRIPTION: CUT REMARKS: APART AND SHALL NOT ELICEED THE MA-IMUM, UNLESS DUE TO FABRICATION TOLERANCES AND VARIANCES G Y LENGTH LBS(EA) REIUIRED BY OBSTRUCTION. ii, CHECK DIMENSIONS THINK V 2 16 GAUGE PERFORATED METAL D4❑OE 21.22 - 2. C-CHANNEL RIVET SPACING SHALL BE PLACED 12"-14"APART , BEFORE E9a#lllilig W 2 16 GAUGE PERFORATED METAL o4❑2❑ 1 a1 AND SHALL NOT ECCEED THE MAIIIMUM,UNLESS REIUIRED BY ; CUTTING! FIRST! OBSTRUCTION. C 2 16 GAUGE PERFORATED METAL EE❑0E 10.11 - Y 2 16 GAUGE PERFORATED METAL DE❑211 8.1 I - Z 8 Cl" C 12" -1 8" 16 0[S 2.12 - AA 4 C1" C12" 11i" L2OA E1.04 - 54" 35" BB 8 C 1" 1 1 2" 118" 22 ES 1.E2 - PERFORATED METAL 41 --.1PERFORATED METAL (TYP) (TYP) I CC 4 C1" C 12" -1 B" 14 0[B 1.81 - *REFER TO LAYOUT/ASSEMBLY DRAWING FOR LOCATION(S)7 r • r **WEIGHTS GIVEN ARE APPROXIMATE ONLY. rtrtrtrtrtr A "'00 y000 0"..r.rt .❖,❖,•. lin w z r . z H REAR UPPER PANEL • SIDE UPPER PANEL O U � 37" 36 7/8" 1 PERFORATED METAL C-CHANNEL 1/8" (TYP) (TYP) 2" (Z) #66 RIVET 16- #612 RIVET i • 1 11 p A` L 1 �I C CHANNEL it ?'. , •4 IdII( T LONG RUN 5 1 .... 1.1., sop^ R1R,R *Ake 1. .1 1/16" R3/8" A ..o.�p: R1R1Ry •i,�•"•0 R1R•"•"0. --.1- 5/8" 0.12••"•"•�•, ;..1.1.1.1. WELDMENT r 52 3/4" 34 7/8" C-CHANNEL C-CHANNEL (TYP) (TYP) ALL DIMENSIONS TYPICAL (AA) (CC) I , �� �• 1 PERFORATED METAL AND C-CHANEL .,r,.r,.r,.r.r.r� .,•,.,•,.,•,.,•,.,•,.,•,., TYPICAL CONNECTION DETAILS 1r�: SCALE: E'❑1"-0" .r,.r,. 4141414141 OS 0. 23" (W) m�� 22 7/8" (Y) •• PERFORATED METAL REAR LOWER PANEL a C-CHANNEL 1 SIDE LOWER PANEL " Lu (TYP) i. (TYP) r1 OW. (BB) IM #612 RIVET w 5iSX� 1.1.1 2 mitiettt mope** ii•i•i0X400:" r ' •¢001001001tQ•'01001Q:•Q•a ' C-CHANNEL #66 RIVET NOTE: 16 GAUGE-.250RD x.312STG PERFORATED METAL HSS ROOF PLAN CD SECTION A-A SCALE: NTS SCALE: 6" 1"-0" MODEL : AVC10 A - - - - - 10' WIDE CUSTOM SHELTER REV REASON BY CHK APPR DATE PcQr SCALE: AS NOTED DRAWN: JGH Transit,Urban&Landscape PERFORATED METAL \ C-CHANNEL DETAILS DATE: 18FEB2016 CAD REF:DWGS\SHELTERS\MISC CITY" Furnishings DO NOT COPY! SHOP DRAWING re SHEET: 5 OF 7 SHEET SIZE: B DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 -- BILL OF MATERIALS -- vvi- ! IMPORTANT NOTICE ! * ** A TT MATERIAL \DESCRIPTION: CUT REMARKS: DUE TO FABRICATION TOLERANCES AND VARIANCES G Y LENGTH LBS(EA) CHECK DIMENSIONS THINK DD 1 HSS4"0 El'01[4" - 0.26 REFER TO DWG i,g,-,:\ BEFORE EF CUTTING! FIRST RST!liti EE 1 HSS4"0 El'01[4" - 0.20 REFER TO DWG FF 1 PLO[B" 8 O8 6.80 - GG 1 WESTERN RED CEDAR HORZ.GLULAM BENCH - 1 E0.00 REFER TO DWG HH 8 PLLI"0E' CO 10.0D - JJ 2 PLI3" 00' 10 0.03 - KK 6 AL2"u1" u.12: 'w1CAP 0O8 .41 - I LL 1 AL2"01"0.12111'wLCAP EU OC4 2.20 - *REFER TO LAYOUT/ASSEMBLY DRAWING FOR LOCATION(S). **WEIGHTS GIVEN ARE APPROXIMATE ONLY. 34" 7 1/8" (DD) I 3 1/4" CTR (LL) CTR CTR 5 9/16" � T 112"x 16 1/2"x 3 1/8" / / WESTERN RED CEDAR PL 3/8"x 8"x 8" HORIZONTAL GLULAM / (EE) 7 6" (KK) (KK) (KK) (KK) (KK) (KK) (REFER TO DETAIL) BENCH / / (TOP LEVEL TO HSS) 30° H (GG) / / 11 3/4" �1 L1 L1 J-1 3/16 6 5/8" 6 5/8" 6 5/8" 6 5/8" 6 5/8" ..1. .i,Lf7J7/16" JJ THRU HOLE FOR 120.0° 12-14 x 2 1/2" ATTACHMENT PL3/8"x 3" #12 SCREW 1" 01/4" (TYP) w/WASHER _.... r (REFER TO LAYOUT / THRU HOLE PLAN FOR LOCATIONS) / / ,� • 3/16 V 19rr 1"1 TYP 2" Oo U (HH) � • / / 0 / (FF) HSS4"x 3"x 1/4" 4 1/16" 3/16 V (REFER TO DETAIL) SKI RACK(ONLY) NOTE(S): 8"SQ 1. ALL WELDED CONSTRUCTION w-CAPS ON ALL ENDS. Ia ° a L.... 2. SHIPPED LOOSE FOR CUSTOMER PLACEMENT. I a 10 3/16" BENCH DETAILS SKI RACK DETAILS SCALE: 1 1[2"01 CO" SCALE: 1 1 E2"0100" MODEL : AVC10 A - - - - - REV REASON BY CHK APPR DATE 10' WIDE CUSTOM SHELTER SCALE: AS NOTED DRAWN: JGH Lagar BENCH AND SKI RACK DETAILS DATE: 18FEB2016 CAD REF:DWGS\SHELTERS\MISC CITY* Transit,Urban&Landscape Furnishings DO NOT COPY! SHOP DRAWING ,ore�tl�b eerbpab arty I im.These tlesl9ns arM tlreMn9s are sugeu mtM1e mntlnbn tM1at SHEET: 6 OF 7 SHEET SIZE: B DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 COMPLETE BILL OF MATERIALS TAG QTY MATERIAL CUTLENGTH WEIGHT TOTALS REMARKS A 2 HSS4"x 4"x 1/4" 104 3/8 106.23 212.46 - B 3 HSS4"x 4"x 1/4" 95 1/8 96.83 290.49 - C 6 HSS5"x 3"x 1/4" 35 35.65 213.9 - D 6 HSS5"x 3"x 1/4" 54 54.95 329.7 - E 1 HSS5"x 3"x 3/8" 112 161.13 161.13 - F 1 HSS4"x 2"x 1/4" 11/8 0.79 0.79 - G 3 HSS5"x 5"x 1/4" 82 5/16 106.22 318.66 - H 4 HSS5"x 2"x 1/4" 53 46.45 185.8 - J 6 HSS4"x 2"x 1/4" 53 38.94 233.64 - N 4 F B 1/4" x 2" 16 5/8 2.32 9.28 - P 4 FB1/4" x 2" 15 5/16 2.22 8.88 - Q 4 F B 1/4" x 2" 201/2 2.82 11.28 - R 4 FB1/4" x 2" 16 2.26 9.04 - S 34 2"x 4" COMPOSITE WOOD 52 1/2 7.3 248.2 - T 1 22 GA.ALUMINUM CORRUGATED ROOF SYSTEM 85 55 55 - U 6 PL1/4"x 4 7/8"x 4 7/8" END CAP PLASMA 1.77 10.62 - ✓ 2 16 GAUGE PERFORATED METAL 54 x 37 21.22 42.44 - W 2 16 GAUGE PERFORATED METAL 54 x 23 13.19 26.38 - X 2 16 GAUGE PERFORATED METAL 37 x 35 13.75 27.5 - Y _ 2 16 GAUGE PERFORATED METAL 35 x 23 8.55 17.1 - Z 8 C1"x 1/2"x 1/8" 36 7/8 2.12 16.96 - AA 4 C1"x 1/2"x 1/8" 52 3/4 3.04 12.16 - BB _ 8 C1"x 1/2"x 1/8" 22 7/8 1.32 10.56 - CC 4 C1"x 1/2"x 1/8" 34 7/8 1.87 7.48 - DD 1 HSS4"x 3"x 1/4" - 5.26 5.26 REFER TO DWG EE 1 HSS4"x 3"x 1/4" - 9.2 9.2 REFER TO DWG FF 1 PL3/8" 8x 8 6.8 6.8 - GG 1 WESTERN RED CEDAR HORZ. GLULAM BENCH 130 130 REFER TO DWG HH 8 PL3/8"x 3" 50 15.3 122.4 - JJ 2 PL3/8"x 3" 10 3.5 7 - KK 6 AL2"x 1"x .125"w/CAP 5 7/8 0.41 2.46 - LL 1 AL2"x 1"x .125"w/CAP 33 3/4 2.25 2.25 - FP 6 FOOTPADS 12.73 76.38 HARDW 136 1/4-15 x 11/2 ROOF SCREWS 6 6 HARDW 18 #12-14 x 21/2"SEAT SCREWS 1 1 MISC WELDMENTS, ETC 10 10 TOTAL WT: 2838.2 MODEL : AVC10 A - 10' WIDE CUSTOM SHELTER REV REASON BY CHK APPR DATE lacfar SCALE: AS NOTED DRAWN: JGH Transit,Urban&Landscape COMPLETE BILL OF MATERIALS DATE: 18FEB2016 CAD REF:DWGS\SHELTERS\MISC CITY* Furnishings DO NOT COPY! All nghts reserved,including the right to reproduce in whole or in pad in any form These designs and drawings are subject to the condition that they not be lent sold hired out reproduced used,manufactured or othenvise disposed of without written consent of Lacor Streetscape, SHEET:$1fee'7e OF 7 SHEET SIZE: B DocuSign Envelope ID:2C3665AB-F7CD-4455-880C-F9EBEAB7B8B4 ROOF COLORS ATAS CORRUGATED METAL COLOR CHART ( `C `C `C Y Y `C Y 'c �,,, ‘ N 1 T. `( `C Y Y - i Black(02) SRI:-1 Oassic Bronze(01) SRI:2 . • Medium Bronze(03) SRt33 ' Chocolate Brown(C4: SR1:25 Sierra Tan(09) SR1:37 Sandstone;06) 5RI:66 Concord Cream(05) SR1:78 A - _...1_.:_. - Ak....'0.' - '/11 -1 11 e ,� 4 1.1 I - Hartford Green(27) SRI:23 rest Green(11) SRI:29 Hemlock Green(30) SI1k30 Patina Green(12) SRt47 Teal(19) SRI:26 Slate Grey(20) SRI:39 ri.... ...- 1 . Regal Blue(18} SRI:23 Siam Blue(14} SRI3S Slate Blue(21) SAk31 Rodcy Grey(16) Ch malfrey(62) SRI:(27) Dore Grey(131 SRI:58 1 Bcc a Wh ite(26) 0:85 ri: -T-....A r S7`l.r • ito it E.cysent.rrl':251 SRI:27 Redwood(07) SRI:18 Mission Red(08) S111:33 Rawhide("S; SRI:64 Acrpc Coated Gatralene'IW)SRI:58 THE REST OF THE COLOR SELECTION RED CLOUDED COLORS ARE 22 GAUGE METAL ONLY COMES IN 24 GAUGE ONLY MODEL : AVC10 A - - - - - 10' WIDE CUSTOM SHELTER REV REASON BY CHK APPR DATE lacer SCALE: AS NOTED DRAWN: JGH Transit,Urban&Landscape ADDENDUM DATE: 18FEB2016 CAD REF:DWGS\SHELTERS\MISC CITY* F u r n i s h i n g s DO NOT COPY! ADDENDUM: 1 OF 1 SHEET SIZE: B