The URL can be used to link to this page

26.10.12 Lettuce Patch Early Learning Center Bus Stop PROJECT MANUAL FOR _____________________ LETTUCE PATCH EARLY LEARNING CENTER BUS STOP (also referred to as VVF CHILDCARE CENTER BUS STOP) __________________ AUGUST, 2026 TOWN OF AVON COLORADO LETTUCE PATCH EARLY LEARNING CENTER BUS STOP (also referred to as VVF CHILDCARE CENTER BUS STOP) SPECIFICATIONS AND CONTRACT DOCUMENTS AUGUST, 2026 2026 Lettuce Patch Early Learning Center Bus stop Table of Contents-i TABLE OF CONTENTS BIDDING AND CONTRACT REQUIREMENTS SC Special Conditions BF Bid Form 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 DRAWINGS AND SPECIFICATIONS AND ATTACHMENTS CONSTRUCTION DRAWINGS INDEX SHEET DESCRIPTION DATE BEAVER CREEK BUS STOP 1 Cover Sheet – Contract Information 03/16/2026 2 General Notes 03/16/2026 3 General Notes 03/16/2026 4 M & S Standard Plans List 03/16/2026 5 Summary of Approximate Quantities 03/16/2026 6 Typical Section 03/16/2026 7 Earthwork Tabulation 03/16/2026 8 Roadway & Traffic Tabulations 03/16/2026 9 Removal Plan 03/16/2026 10 Roadway Plan 03/16/2026 11 Roadway Detail 03/16/2026 E1.0 BC Bus Stop One-line & Details 01/14/2026 E2.0 BC Bus Stop Lighting Plan 01/14/2026 AVON BUS SHELTER AVC10 1 Cover Sheet 18/FEB/2016 2 Layout / Assembly 18/FEB/2016 3 Weldments Shop Drawing 18/FEB/2016 4 Roof Framing Plan and Details Shop Drawing 18/FEB/2016 5 Perforated Metal \ C-Channel Details Shop Drawing 18/FEB/2016 6 Bench and Ski Rack Details Shop Drawing 18/FEB/2016 7 Complete Bill of Materials 18/FEB/2016 Add 1 of 1 Addendum 1 of 1 18/FEB/2016 AVON BUS SHELTER S-1 General Notes 04/06/2026 S-2 Quality Assurance Notes 04/06/2026 S-3 Plans 04/06/2026 S-4 Details 04/06/2026 2026 Lettuce Patch Early Learning Center Bus stop Table of Contents-ii SHEET DESCRIPTION DATE SKETCH OF SIDEWALK EXTENTS C-200 Sketch Concrete Sidewalk (5 Inch) July 2026 SKETCH OF IRRIGATION IR-1 Reference Only 10/16/2019 IR-2 Sketch ADD-3 EBCB 20191205 Irrigation Plans 06/23/2026 IR-3 Reference Only 10/16/2019 IR-4 Reference Only 10/16/2019 IR-5 Reference Only 10/16/2019 IR-6 Reference Only 10/16/2019 EAGLE RIVER VALLEY CHILDCARE (PART) (for SIDEWALK and REFERENCE) C-201 Detailed Grading Plan 06/09/25 C-202 Detailed Grading Plan 03/17/25 C-203 Detailed Grading Plan 03/17/25 C-703 Horizontal Control Plan 03/17/25 C-801 Site Details 03/17/25 IR1.1 Irrigation Plan 03/14/25 SKETCH OF CONSTRUCTION LIMITS E2.0 Sketch Construction Limits on BC Bus Stop Lighting Plan July 2026 PROJECT SPECIFICATIONS PAGES TITLE DATE i, 1-19 BEAVER CREEK BUS STOP SPECIAL PROVISIONS February 2026 ATTACHMENTS PAGES TITLE 20 Geotechnical Engineering Study, Kumar and Associates, Inc, August 9, 2023 sc-i 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-2 6 ELECTRIC POWER AND WATER …………………………… SC-2 7 EXISTING UTILITIES …………………………………………. SC-2 8 MATERIALS FURNISHED BY OWNER ……………………... SC-2 9 FEDERAL, STATE AND LOCAL LAWS ……………………... SC-2 10 PROTECTION OF PUBLIC AND PRIVATE PROPERTY …… SC-2 11 FEES AND PERMITS ………………………………………….. SC-2 12 WASTE MATERIALS ………………………………………….. SC-3 13 INCREASED OR DECREASED QUANTITIES ……………….. SC-3 14 OPERATIONS WITH OTHERS ……………………………….. SC-3 15 CONSTRUCTION LIMITS ……………………………………... SC-3 16 CLASSIFICATION OF EXCAVATION ……………………….. SC-3 17 PAYMENTS TO CONTRACTOR ……………………………… SC-3 18 HOT BITUMINOUS PAVEMENT MIX DESIGN …………… SC-4 19 CONCRETE STRENGTH REQUIREMENTS…………………. SC-4 20 INSPECTION…………………………………………………… SC-4 sc-ii Article Number Title Page 21 RESIDENT PROJECT REPRESENTATIVE…………………... SC-4 22 INSURANCE……………………………………………………. SC-6 23 PROGRESS PAYMENT RETAINAGE………………………… SC-7 24 LIQUIDATED DAMAGES……………………………………... SC-7 25 QUALIFICATION OF BIDDERS………………………………. SC-7 26 SUBCONTRACTORS AND SUPPLIERS……………………… SC-8 27 CHARACTER OF WORKERS…………………………………. SC-8 28 Quality Control Testing ………………………………………… SC-8 29 PRODUCTS……………………………………………………… SC-8 30 STANDARD SPECIFICATIONS……………………………….. SC-8 31 PRIME COAT AND TACK MATERIAL……………………….. SC-8 32 MEASUREMENT AND PAYMENT……………………………. SC-9 33 SPECIAL DATES………………………………………………… SC-9 34 MAINTAINING TRAFFIC……………………………………… SC-9 35 CONSTRUCTION PHASING…………………………………… SC-11 36 DRAWING LIST…………………………………………………. SC-11 37 ANTICIPATED PROJECT SCHEDULE……..…………………. SC-11 38 CONSTRUCTION SCHEDULE ………………………………… SC-11 39 CONSTRUCTION ACCESSS AND SITE PLAN………………. SC-11 40 PROJECT QUANTITIES …….………………..………………… SC-12 41 SUBMITTALS………….………………………………………… SC-12 42 DEWATERING OF CHANNEL AND PIPES……………………. SC-12 43 WATERPROOFING……………………………………………… SC-12 sc-iii Article Number Title Page 44 CULVERTS AND SEWERS……………………………………… SC-12 45 EROSION CONTROL……………………………………………. SC-12 Form Approved by Town Attorney 02/11/2026 SPECIAL CONDITIONS 1. GENERAL Work to be done under this section consists of furnishing all labor, materials, equipment, and accessories and performing all operations to complete the project work in accordance with the Contract Documents. The following “Special Conditions” shall govern in case of discrepancies in any or all of the following documents and the intent, either expressed or implied, in the “Special Conditions” shall govern in the interpretation of the Contract Documents. The Bidder is required to carefully examine the site of the proposed work, Proposal, and Contract Documents. He shall satisfy himself as to the character, quality, and quantities of Work to be performed, materials to be furnished, and as to the requirements of these specifications. The submissions of a Total Base Bid shall be evidence that the Bidder has made such examinations. 2. LOCATION OF PROJECT The construction work to be performed is located within the Town of Avon, Eagle County, Colorado. 3. DESCRIPTION OF WORK Construction of the LETTUCE PATCH EARLY LEARNING CENTER BUS STOP (also referred to as: VVF CHILDCARE CENTER BUS STOP) will generally consist of: Construction of a bus stop with sidewalk and lighting along East Beaver Creek Blvd at the VVF Childcare Center. The work includes but is not limited to: mobilization, construction survey, potholing, stormwater management, clearing and grubbing, removal improvements, disposal of removals, excavation, filling, grading, concreting, bus shelter, hot mix asphalt, pavement marking, signs; lighting and power system - including but not limited to: wiring system for new lighting and power, panelboards, conduits, wires, wiring devices, control devices, light poles, foundations, and grounding; relocation of irrigation main line, traffic control, testing, and permits, as indicated on drawings and specifications. 4. ACQUISITION OF LAND, RIGHTS-OF-WAYS, AND EASEMENTS All land, right-of-way, and easements required for actual construction under this contract have been acquired by the OWNER. Should the CONTRACTOR require use of any right-of-way across any other lands, he shall obtain written approval of the respective owners and he shall take sole responsibility for all restoration of such lands to the satisfaction of the respective owners. Form Approved by Town Attorney 02/11/2026 5. CONSTRUCTION STAKING The contractor is responsible for all construction surveying and staking, and as-built surveying. As-builts shall be provided in accordance with the Town of Avon’s latest “GIS and CAD Survey Specification Sheet” current version provided as an attachment to this Project Manual for reference. 6. ELECTRIC POWER AND WATER The CONTRACTOR will be responsible for providing temporary electric power and water required for construction of the work. 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. FEDERAL, STATE AND LOCAL LAWS The CONTRACTOR shall conform to all applicable Federal, 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. Town of Avon Building Permit will be required; permit fee will be waived. Public Way Form Approved by Town Attorney 02/11/2026 Permit not required. 12. WASTE MATERIALS All waste materials such as broken pipe, millings, asphalt, tree roots, and other construction debris shall be picked up and removed from the site by the CONTRACTOR. Routine clean up shall be conducted by the Contractor within areas impacted by this construction at a frequency of at least once per day. Final cleanup must be approved and accepted by the OWNER before the contract may be considered complete. 13. INCREASED OR DECREASED QUANTITIES 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. If quantities change more than 50%, Contractor retains the right to change unit price. 14. OPERATIONS WITH OTHERS The OWNER reserves the right to have other work performed by other contractors and to permit the public utility companies and others to do work on, and adjacent to, the site. The CONTRACTOR shall conduct his operations and cooperate with the other parties so as to minimize interference with this other work. Should a difference arise as to the rights of the CONTRACTOR and other, the ENGINEER, as the OWNER’s representative, shall be sole mediator and his decision shall be final and binding on the CONTRACTOR. 15. CONSTRUCTION LIMITS The CONTRACTOR shall confine his operation within the limits of construction shown on the Plans. Site offices, workshops, etc., shall be located only where approved by the OWNER. Where haulage roads cannot be confined to existing established routes, CONTRACTOR shall provide in his bid for complete restoration of the new routes to the satisfaction of the ENGINEER. 16. CLASSIFICATION OF EXCAVATION All excavation except for rock excavation for construction shall be unclassified. The CONTRACTOR shall assume all responsibility for deductions and conclusions which may be made as to the nature of the materials to be excavated, including the difficulty of making and maintaining the required excavation, problems caused by ground water should such be encountered, problems encountered in excavating for lines and structures, and any other difficulties which may result from the geological and physical conditions encountered at the site of the work. 17. PAYMENTS TO CONTRACTOR Form Approved by Town Attorney 02/11/2026 See Article 14 of General Conditions. 18. HOT BITUMINOUS PAVEMENT MIX DESIGN See Special Provisions. 19. CONCRETE STRENGTH REQUIREMENTS Concrete shall be CDOT Class B, D or P per plans. 20. INSPECTION At all times, representatives of the OWNER, representatives of agencies affected by the construction work, and the ENGINEER or their representative shall have the right to enter and inspect any and all parts of the work for compliance with the plans and specifications. The ENGINEER shall decide any and all questions which may arise as to the quality and acceptability of the materials furnished, the work performed, the manner of performance and the rate of progress of the work. The ENGINEER shall determine 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 A. 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. B. As ENGINEER’S Agent, the Resident Project Representative will: 1. Serve as ENGINEER’S liaison with CONTRACTOR, working principally through CONTRACTOR’S Superintendent, and assist him in understanding the intent of the Contract Documents. 2. 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. Form Approved by Town Attorney 02/11/2026 3. 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. 4. 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. 5. Accompany visiting inspectors, representing public or other agencies having jurisdiction over the Project, and report the outcome of these inspections to ENGINEER. 6. Transmit, to CONTRACTOR, ENGINEER’S clarifications and interpretations of the Contract Documents. 7. Consider and evaluate CONTRACTOR’S suggestions for modifications in Contract Documents and report them, with recommendations, to ENGINEER. 8. Furnish ENGINEER periodic report of progress of the Work and CONTRACTOR’S compliance with the approved progresses schedule. C. As ENGINEER’S Agent, the Resident Project Representative, except upon written instructions of ENGINEER, will not: 1. Authorize any deviation from the Contract Documents or approve any substitute materials or equipment. 2. Exceed limitations on ENGINEER’S authority, as set forth in the Contract Documents. 3. Undertake any of the responsibilities of CONTRACTOR, subcontractors, or CONTRACTOR’S superintendent, or expedite the Work. 4. 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. 5. Advise on or issue directions as to safety precautions and programs in connection with the Work. 6. Authorize OWNER to occupy the Project in whole or in part. Form Approved by Town Attorney 02/11/2026 7. Participate in specialized field or laboratory tests. 22. INSURANCE A. In conformance with the provisions of the Construction Agreement 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. Commercial General Liability Insurance: At a minimum, combined single limits of $1,000,000 per occurrence and $2,000,000 for general aggregate for bodily injury and property damage, which coverage shall include products/completed operations, independent contractors, and contractual liability each at $1,000,000 per occurrence. 2. Worker’s Compensation and Employer’s Liability: Workers’ compensation insurance for all of CONTRACTOR’S employees engaged in work at the site of the project including occupational disease coverage in accordance with scope and limits as required by the State of Colorado. 3. 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. 4. Comprehensive Liability Insurance: Liability insurance with minimum combined single limits for bodily injury of not less than One Hundred Thousand Dollars ($100,000.00) each person and each accident and for property damage of not less than Fifty Thousand Dollars ($50,000.00) each accident with respect to each of the CONTRACTOR’S owned, hired and non-owned vehicles assigned or used in performance of the Services. The policy shall contain a severability of interests provision. Such insurance coverage must extend to all levels of subcontractors. Such coverage must include all automotive equipment used in the performance of the Agreement, both on the work site and off the work site, and such coverage shall include non-ownership and hired cars coverage. Such insurance shall be endorsed to name the OWNER as Certificate Holder and name the OWNER, and its elected officials, officers, employees, and agents as additional insured parties. 5. 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 Form Approved by Town Attorney 02/11/2026 aggregate is exhausted before the project is completed. 23. PROGRESS PAYMENT RETAINAGE See Article 14 of General Conditions. 24. LIQUIDATED DAMAGES Should the CONTRACTOR fail to complete the Work, or any part thereof, in the time stipulated in the Agreement or within such extra time as may have been allowed for delays by extensions granted as provided in the Contract Documents, the CONTRACTOR shall reimburse the OWNER for the additional expenses and damage for each calendar day, Sundays and holidays excluded, that the Contract remains uncompleted after the Contract completion date. It is agreed that the amount of such additional expense and damage, incurred by reason of failure to complete the Work, is $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. A statement of competency may be required from such Bidders as may be considered in making the award and will include: 1. Similar Work performed by the CONTRACTOR in the last five (5) years. 2. Plant and equipment, in detail, available and which he now proposes to use on this Work. 3. Recent financial statements relative to resources, including cash and bank credits available. 4. Names of surety company that has indicated its willingness to bond the Bidder. B. A Bidder otherwise qualified may be required, either before or after the bid opening, 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. Form Approved by Town Attorney 02/11/2026 C. 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. QUALITY CONTROL TESTING RESERVED Quality Control (QC) testing shall be the responsibility of the CONTRACTOR. A Copy of all testing reports shall be promptly provided to the OWNER. Quality Assurance Testing (QA) may be completed by the OWNER at their discretion. 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 2025 Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction. 31. PRIME COAT AND TACK MATERIAL Form Approved by Town Attorney 02/11/2026 The prime or tack coat shall be emulsified asphalt CSS-1 applied at the rate of approximately 0.1 gallon per square yard. Separate payment will not be made for tack or prime coat. 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 34. MAINTAINING TRAFFIC A. General All construction shall be scheduled such that full access to all residential and commercial properties for emergency vehicles is maintained at all times. It will be the CONTRACTOR’S responsibility to notify the Police Department, Public Works Department, Fire Department and receive written permission before closing any public drives. The CONTRACTOR shall notify all residents and businesses of any area prior to undertaking any construction which will block drives to and from the property. The CONTRACTOR will be responsible for preparing and submitting a Construction Zone Traffic Control Plan (CZTCP) to the Town for review and approval prior to any pre- construction meeting. Submission of said CZTCP shall not relieve the CONTRACTOR from any of the following obligations or preclude modifications or additional measures being required at no additional cost to conform to the following. Traffic control operations must have the approval of the ENGINEER. The CONTRACTOR shall minimize the impact on the traveling public my maintaining pedestrian and two-way traffic flow. B. Traffic Control Traffic control will be implemented with necessary personnel and equipment that provides temporary structures and services equal to existing traffic conditions in accordance with the MUTCD. A Construction Zone Traffic Control Plan shall be submitted to the Town of Avon for review and approval no later than twenty one (21) days after the Notice of Award. The Construction Zone Traffic Control Plan shall be prepared by an American Traffic Safety Services Association (ATSSA) certified Worksite Traffic Control Supervisor or a professional traffic Form Approved by Town Attorney 02/11/2026 engineer in conformance with the MUTCD and other applicable standards. Said plan(s) must be signed and stamped by the Colorado Registered Professional Engineer, or otherwise certified by the ATSSA Worksite Control Supervisor. C. Periods of No Interference For all periods, traffic delays and interruptions by the CONTRACTOR will be allowed as described in the following section, Construction Operations. D. Construction Operations The following traffic control may be allowed. All traffic control shall be provided by the CONTRACTOR in accordance with the Traffic and Construction Phasing Plan. Traffic control shall be coordinated by the CONTRACTOR such that the cumulative delays to the traveling public through all construction zones will not exceed 5 minutes and that pedestrian movements will be provided at the intersections. Requests for authorization to implement traffic control measures must be submitted in writing to the ENGINEER. E. Without Traffic Control Operations Two-way traffic shall be maintained on the traveled roadway at all times. No interference with traffic flow will be allowed. 1. Maintaining the Traveled Roadway for Traffic Unless otherwise provided, the CONTRACTOR shall keep the traveled roadway and walkways open and in acceptable condition, as determined by the ENGINEER, while improvements are being made. Vehicular and pedestrian traffic shall be maintained on a paved surface at all times, except under special circumstances when approved by the ENGINEER. Maintenance work to be completed by the CONTRACTOR includes work necessary for the safety and convenience of the traveling public, including vehicular and pedestrian, to keep the travel road and walkway open and in acceptable condition. This includes all work required as a result of the CONTRACTOR’S operations, and normal wear and tear due to traffic, including construction traffic. F. The CONTRACTOR shall perform the following routine maintenance work: 1. Repair of pavement surfaces. This work will normally only require patching. However, where damage resulting from the CONTRACTOR’S operations is extensive, the ENGINEER may order full width overlays with hot bituminous pavement to provide an acceptable driving surface for the traveling public. 2. Maintaining adequate drainage. 3. Keeping the traveled roadway clear of rock and debris. 4. Shouldering-up along the edges of pavement. 5. Dust control. The CONTRACTOR shall bear all expense of the routine maintenance work required for Form Approved by Town Attorney 02/11/2026 maintaining the traveled roadway for traffic through the project, as described above, until final acceptance of the project. G. Maintaining Other Access The CONTRACTOR shall provide and maintain public and private access drives from the point of disruption to the traveled way. The CONTRACTOR will not be allowed to shut off access to any business and must use a reasonable effort to coordinate his work with the business owners. CONTRACTOR shall be responsible for making such reasonable effort to obtain approval from the business owner at least 24 hours prior to start of related activities. H. Daily Temporary Controls The CONTRACTOR shall provide the following temporary controls: 1. Temporary asphalt tapers at edges and transitions of milled surfaces. 2. Temporary striping must be placed immediately following daily paving operations. I. Cost All costs incidental to the foregoing requirements will not be paid for separately, but shall be included in the work. J. 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 [Reserved] 36. DRAWING LIST See Table of Contents-i,ii ‘CONSTRUCTION DRAWINGS INDEX’. 37. ANTICIPATED PROJECT SCHEDULE Notice of Award July, 2026 Pre-Construction Meeting August, 2026 Notice to Proceed August, 2026 Construction Period August thru November, 2026 38. CONSTRUCTION SCHEDULE 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 Form Approved by Town Attorney 02/11/2026 CONTRACTOR shall provide a sketch to the owner indicating locations of the following: material storage, office, construction entrance and portable toilet. 40. PROJECT QUANTITIES CONTRACTOR is required to carefully examine the site of the proposed work, Proposal, and Contract Documents. He shall satisfy himself as to the character, quality, and quantities of Work to be performed, materials to be furnished, and as to the requirements of these specifications. The submissions of a Total Base Bid shall be evidence that the Bidder has made such examinations. 41. SUBMITTALS A partial list of required submittals follows. See specifications for complete submittal requirements. A. Construction Schedule B. Asphalt Mix Design C. Concrete Mix Design D. Irrigation Shop Drawings E. Bus Shelter Shop Drawings F. Lighting Fixtures Shop Drawings 42. DEWATERING OF CHANNEL AND PIPES Deleted 43. WATERPROOFING [RESERVED] 44. CULVERTS AND SEWERS [RESERVED] 45. EROSION CONTROL Erosion control measures shall be installed and maintained where needed to keep free of dirt and debris and protect adjacent properties, road, sidewalk, and storm sewer system. BF-1 Form Approved by Town Attorney - 05/15/2024 TOWN OF AVON VVF CHILDCARE CENTER BUS STOP BID FORM PROPOSAL OF , An individual doing business as , A partnership consisting of , A corporation organized and existing under the Laws of the State of Colorado. To: Town of Avon P.O. Box 975 Avon, Colorado 81620 BASE BID Pursuant to the Invitation to Bid and Instructions to Bidders, issued by the Town of Avon, Colorado, furnish all labor and materials required for the VVF CHILDCARE CENTER BUS STOP 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 UNIT PRICE TOTAL 1 CLEARING AND GRUBBING L S 1 2 REMOVAL OF CURB AND GUTTER LF 176 3 REMOVAL OF ASPHALT MAT SY 84 4 EMBANKMENT MATERIAL (COMPLETE IN PLACE) CY 28 5 POTHOLING HOUR 4 6 STORMWATER MANAGEMENT L S 1 7 RESET GROUND SIGN EACH 1 8 AGGREGATE BASE COURSE (CLASS 6) CY 131 9 HOT MIX ASPHALT (PATCHING) (ASPHALT) TON 31 10 CONCRETE PAVEMENT (7 INCH) SY 70 11 CONCRETE SIDEWALK (5 INCH) SY 269 12 CONCRETE SIDEWALK (6 INCH) SY 94 13 CURB AND GUTTER TYPE 2 (SECTION II-B) LF 180 14 GUTTER TYPE 2 (4 FOOT) LF 175 15 POLE STANDARD FOUNDATION EACH 8 MacAllister Construction LLC $740 $740.00 $24.57 $4,324.32 $14.80 $1,243.20 $117.66 $3,294.48 $558.70 $2,234.80 $5,180 $5,180.00 $750 $750.00 $309.59 $40,556.29 $475.99 $14,755.69 $284.16 $19,891.20 $195.25 $52,522.25 $233.98 $21,994.12 $81 $14,580.00 $107 $18,725.00 $3,552 $28,416.00 VVF Childcare Center Bus Stop-07-Bid Form 7.14.26 TM Executed.pdf 1 7/15/2026 10:37:59 AM BF-2 Form Approved by Town Attorney - 05/15/2024 1. Total Base Bid: ____________________________________________________ ______________________________ Dollars and _____cents ($___________________) 2. Total Base Bid + Total Bid Alternates: _________________________________ ______________________________Dollars and _____cents ($___________________) Addenda L-1 L-3 L-5 L-2 L-4 L-6 The Owner will act on this Proposal within forty-five (45) days following receipt. Upon acceptance and award of the Contract to the undersigned by the Owner, the undersigned shall execute the Contract Documents, and furnish Performance and Payment Bonds for the full amount of the Contract within ten (10) calendar days to insure proper compliance with the terms and provisions of the Contract, to guarantee the work until final completion and acceptance including the guarantee period stipulated, and to guarantee payment of all lawful claims for labor performed and materials furnished in the fulfillment of the Contract. Work under this Contract shall commence not later than August 31, 2026 and the undersigned shall cause work to progress in a manner satisfactory to the Owner. Such work shall be completed no later than November 30, 2026. The undersigned bidder further agrees to pay as liquidated damages the sum of ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 16 POLE AND FIXTURE EACH 8 17 ELECTRICAL CONDUIT AND WIRE LF 3,000 18 LIGHTING CONTROL CENTER L S 1 19 POWER PANEL SERVICE METER L S 1 20 SIGN PANEL (CLASS I) SF 3 21 STEEL SIGN SUPPORT (2-1/2 INCH ROUND NP- 40 POST & SLIPBASE EACH 1 22 SHELTER EACH 1 23 CONSTRUCTION SURVEYING L S 1 24 MOBILIZATION L S 1 25 PAVEMENT MARKING PAINT (HIGH BUILD) GAL 1 26 TRAFFIC CONTROL L S 1 27 RELOCATE IRRIGATION MAIN L S 1 28 TOPSOIL (OFFSITE) CY 25 29 SEEDING (NATIVE) HYDRAULIC SF 1,200 GRAND TOTAL $12,456.75 $99,654.00 $10.09 $30,270.00 $9,013.20 $9,013.20 $39,424 $39,424.00 $814 $2,442.00 $1,554 $1,544.00 $63,644 $63,644.00 $12,580 $12,580.00 $43,475 $43,475.00 $2,650 $2,650.00 $10,000 $10,000.00 $38,088 $38,088.00 $225 $5,625.00 $1 $1,200.00 $588,816.55 Five-hundred-eighty-eight-thousand eight- hundred-sixteen 55 588,816.55 Five-hundred-eighty-eight-thousand eight- hundred-sixteen 55 588,816.55 AVON SHELTER - AVC10 Beaver Creek Bus Stop - AD - Specifications - Certified Beaver Creek Bus Stop - AD - Planset Sketch-Concrete-Sidewalk-(5inch)_ERVC-TOABusStopSiteCoord VVF Childcare Center Bus Stop-07-Bid Form 7.14.26 TM Executed.pdf 2 7/15/2026 10:38:17 AM BF-3 Form Approved by Town Attorney - 05/15/2024 $1,500.00 for each consecutive calendar day thereafter and $3,000.00 per day after 30 days, as hereafter provided in the Special Conditions. The undersigned certifies that the bid prices contained in this Proposal have been carefully checked and are submitted correct and final. Signed at , this day of , 2026. Contractor’s License No. Trevor MacAllister Digitally signed by Trevor MacAllister DN: C=US, E=trevor@macallisterconst.com, O=MacAllister Construction LLC, OU=President, CN=Trevor MacAllister Date: 2026.07.14 14:26:40-06'00' 14th July Trevor MacAllister President AVONCL-2026-116 VVF Childcare Center Bus Stop-07-Bid Form 7.14.26 TM Executed.pdf 3 7/15/2026 10:38:17 AM ! "#$%&'())*+,+-(* .,'(/23-4,$53++/ 98:,6;0;$%<=>>?@=AB>@C=BD<E<=BDFGFH@=F>=DI?M4,)' L'+(+* L1;9+- * -ML'+ +*+;*'*1* 4 ' &'43P*M* L'-1;9L'+'(( ML<=>>?@=AB>@CH@=F>=DI?JJ>KA*L' -MR55453PPS-* L;+-(*+1* +2(-LT ' M-*+LL\]^_`ab`cdeU_fbeghidfb`degcdj_`kdilfbeghZWmUnYX*L*./(') ' '+M L 'ML*+*(-P2(-+'* T ' M-*+L+'* 1$9:*L*./(')'ML*+*(4LM4,)' 4*))*) (+* T-M'(( '(M-1;9'+'' PLM4,)' +-(LL*TL+'+ 'T' )'PS-* -''(O) T ( ML*+$;,8$N69L' PqL 'M7-)43P M4,)' $ 1% r*L))408sssssssssssssss *)%:*8T*ssssssssssssssss XunZvVwnebjkU_badxd`go]unYnvyZ[zWV{|nm}nmvy~hXuo]XunmZyVpfy~„…†‡ˆ…‰Š‹Œ Ž †…‘Œ’“””•–—–˜””™–˜™—˜‰š„›””Œ’“’ !"#$%&'(('!$)*(+,-./.01234567 89:;<=;>8989;<;?@AB89:;<=;>8989;<;CDEFGHIJKHLFIDMNIOOPOGHLQRSOGHOIOTRGHFHURSVWXY3Z[ZBX\]^_`_abcWdVbYXeYYdX@Y?5ed563f5dgEFhFIJTFiDjkGOILQWdVl5diDEFGHIJKHFILQpqedYoWdV25dXoWmX5o^Adm5dBAVYoWXA5d56X@YrZXZWnmBYX65oX@^W[oYYWB65nn5eBsuv8<wdXoWmX5oB@Wnnm5rxnYXYWnne5oyWBBxYmA6AYV5oAdVAmWXYVAdX@Y25dXoWmXz6AdYVbYn5e{|?@Ye5oyAB[YdYoWnncVYBmoAbYVWB65nn5eBsdBXoZmXA5d56WbZBBX5xeAX@BAVYeWnyWdVnA[@XAd[Wn5d[}WBX~YWfYo2oYYy~€2@AnVmWoY2YdXYo|?@Ye5oyAdmnZVYBbZXABd5XnArAXYVX5sr5bAnA WXA5d^m5dfYc^x5X@5nAd[^BX5oreWXYorWdW[YrYdX^mnYWoAd[WdV[oZbbAd[^xo5fYrYdXB^VABx5BWn56oYr5fWnB^Y‚mWfWXA5d^6AnnAd[^[oWVAd[^m5dmoYXAd[^bZXrA‚WBx@WnX^xWfYrYdXrWoyAd[^BA[dBƒnA[@XAd[WdVx5eYoBcBXYr4AdmnZVAdAXYVX5seAoAd[BcBXYr65odYenA[@XAd[WdVx5eYo^xWdYnb5WoVB^m5dVZAXB^eAoAmYB^m5dXo5nVYfAmYB^nA[@Xx5nYB^65ZdVWXA5dB^WdV[o5ZdVAd[ƒoYn5mWXA5d56AdnAdY^XoW66Amm5dXo5n^XYBXAd[^WdVxYorAXB^WBAdVAmWXYV5dVoWeAd[BWdVBxYmu;„…<8†;Yxo5‡YmX65oe@Am@X@Ye5oyZdVYoX@Y25dXoWmXz5mZrYdXBrWcbYX@Ye@5nYXAB[YdYoWnncVYBmoAbYVWB65nn5eBsmWXYV5dX@YB5ZX@BAVY56}WBX~YWfYo2oYYy~nfVWV‡WmYdXX5X@YdYWoncmAnVmWoY2YdXYo^X@Yxo5‡YmXeAnnxo5fAVYWbZBBX5xxZnn4566^bZBBX5xB@Yn@XAd[^oYn5mWXA5d56AooA[WXA5drWAd^WdVBAVYeWnyB5db5X@BAVYB56X@YbZBB@IFŠOKHLQp‹uŒ Ž ‘’ “ ’ Ž”•”–— ˜™ …uu: B@WnnBYofYWBX@YjkGOIšSIO›IOO›IOSOGHJHRœOLQJGTSUJhhWBBZrYWnnVZXAYBWdVoYBx5dBAbAnAXAYBWdV@WfYX@Yo@5oAXcWBBA[dYVX5žYxoYBYdXWXAfYWdVqedYoAdX@Y25dXoWmXz5mZrYdXBAdm5X@X@Ym5rxnYXA5d56X@Ye5oyAdWmm5oVWdmYeAX@X@Y25dXoWmXz5mZrYdXB|7u89;<;;>˜3nnXArYnArAXB65orAnYBX5dYB^A6Wdc^BZbBXWdXAWnm5rxnYXA5d^WdVm5rxnoYWVAdYBB65o6AdWnxWcrYdXWBBXWXYVAdX@Y25dXoWmXz5mZrYdXBWo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`::?<::?B<G5E9:56>E=?<LLA:A59<@B\HB9>B><9LL<G<[B>ZA9=E;;BLFM6<A@E;B:5=5GH@B:B:?BI5;RZ>?<@@FBabZcKKSKKHB;L<M<9L>?<@@FBLadZKKKSKKHB;L<M<6:B;dKL<M>Se?B><AL<G5E9:><;B?B;BFM<[;BBL@AfEAL<:BLL<G<[B>65;:?B@5>>:5:?BNI9B;FB=<E>B56:?BAGH;<=:A=<FB\:;BGBLA66A=E@:M566A\A9[<9L<>=B;:<A9A9[:?B<=:E<@L<G<[B>:?BNI9B;>E=?BCB9:Z>E>:<A9S`:A>B\H;B>>@ME9LB;>:55L<9L<[;BBL:?<::?A><G5E9:A>95::5FB=59>ALB9<:E;B56<HB9<@:MZFE:<>@AfEAL<:BLL<G<[B>I?A=??<CB<==;EBL<[259:;<=:5;<9L:?BNI9B;A><E:?5;AhBL:5LBLE=::?B<G5E9:56>E=?L<G<<9MG59AB>LEB:5:?B259:;<=:5;65;Q5;RHB;65;GBL5;G<:B;A<@6E;9A>?:?A>3[;BBGB9:<9L:?B259:;<=:5;<9L?A>DE;B:AB>>?<@@FB@A<F@B65;<9NI9B;>?<@@?<CB:?B;A[?::5>EB65;Z<9L;B=5CB;Z=5GHB9><:A5965;L<G959HB;65;G<9=B56:?A>259:;<=:S`9:?BBCB9:956E9L><;BLEB:5:?B259:;<=:5;<:<:AGBI?B9259:;<=:5;@A<F@B:5NI9B;65;@AfEAL<:BLL<G<[B>Z259:;<=:5;<[;BB>:5H<M<@@@AfEAL<:BLL<G<[B>:5NI9B;59:?B6A;>:Xb>:YL<M<9L59:?B6A6:BB9:?XbcB<=?G59:?I?B9259:;<=:5;A>@A<F@B:5NI9B;65;@AfEAL<:BLL<G<[B>SP259:;<=:5;:5=59:A9EB<9L6A9A>?:?BQ5;R5;<9MH<;::?B;B56<6:B;:?BLB=5GH@B:A5956:?BQ5;R>?<@@95:<=:<><I<ACB;56:?B>B@AfEAL<:BLH;5CA>A59>S`9:?BBCB9::?<::?A>>B=:A59=596@A=:>IA:?<9M5:?B;H;5CA>A59>;B[<;LA9[@L<G<[B>IA:?A9:?B259:;<=:]5=EGB9:>Z:?A>>B=:A59>?<@@=59:;5@Sl8mnjijoik9B;>?<@@H<M259:;<=:5;6ACB4?E9L;BL4BA[?:M4BA[?:4:?5E><9LBA[?:4?E9L;B !"#$%&'(('!$)*(+,-./.012345678 9:;<=>?@AB6CDE9FG:?34HIJIKLMNOPQRSTUOSNVWNXR X =YS SZ26[\C9]\6C:^9__:`aD@\3EE_@]9\@6[:76Cb9cDG[\\6\^Gde[GC6[9D6[\e^@]^:^9__aGEC6]G::GAac\^GfGECG:G[\9\@gGM SZhN de[GC:^9__D9iGEC6FCG::E9cDG[\:\6e9CA:\^G26[\C9]\bC@]GI_G::7mnopnqrstoonruvquwnxtqrynzu{v{ts|tqrouprto}{~mmvpurvtq{sto€u gGC@7@GA9[ACG]6DDG[AGAacfGECG:G[\9\@gGI9[AEC6g@AGA\^9\:`]^3E76Cb9cDG[\^9gGaGG[:`aD@\\GA@[9\@DG_cD9[[GC9[A6\^GCe@:GCGƒ`@CGDG[\:67\^G26[\C9]\I6[6C9a6`\\^G\eG[\c47@7\^jJk\^LA9c67G9A`C@[FEGC76CD9[]G67\^G„6CiM…[\^G†nmon{nqrurv‡n}{A@:]CG\@6[I\^Gdee@\^^6_A:6DG6C9__679EC6FCG:{mu ‚nqrˆynonryn|tqrouprto}{~mmvb9cDG[\A6G:[6\CG7_G]\\^G9]\`9_9D6`[\67\^G„6Ci]6DE_G\GAM bC@6C\6Š`a:\9[\@9_26DE_G\@6[IEC6FCG::E9cDG[\:e@__aGD9AG@[9[9D6\6\^GEGC]G[\9FG@[A@]9\GAaG_6ea`\I@[G9]^]9:GI_G::\^G9FFCGF9\G67ECGg@6`:_cD9AG9[A_G:::`]^9D6`[\:9:de[GCD9ce@\^^6_AI@[]_`A@[_@D@\GA\6_@ƒ`@A9\GAA9D9FG:I@[9]]6CA9[]Ge@\^\^G26[\C9]\MR‹@[G\c47@gGEGC]G[\jŒklL67„6Ci]6DE_G\GAje@\^\^Ga9_9[]GaG@[FCSZŽE6[7@[9_]6DE_G\@6[9[A9]]GE\9[]G67\^G„6Ci9:CG]6DDG[AGfGECG:G[\9\@gGIde[GC:^9__E9c\^GCGD9@[AGC67\^G26[\C9]\bC@]GI@[]_`CG\9@[9FGECGg@6`:_ce@\^^G_AMRSNV O NNUOPXqrouprto}{e9CC9[\@G:@[CG:EG]\67\^G„6Cij\^G‘€ot’npr“uoouqrvn{”•9CG9:[\C9]\6Ce9CC9[\:\6de[GC\^9\\^G„6Ci:^9__aG7@\76C@\:@[\G[AGAE`CE\GC@9_:9[AGƒ`@EDG[\7`C[@:^GA`[AGC\^@:3FCGGDG[\:^9__aG67F66Aƒ`9_@\c\9__„6Ci:^9__aG7CGG7C6DAG7G]\:9[A\^9\9__„6Ci:^9__DGG\9__67\^GCGƒ\^@:3FCGGDG[\M26[\C9]\6C:^9__7`C[@:^:9\@:79]\6CcGg@AG[]G\^9\@\^9:DG\\^CC9[\@G:M˜^GbC6—G]\„9CC9[\@G::^9__]6DDG[]G6[\^GA9\G26[\C9]\6C9]^@E_G\@6[67\^G„6Ci\6\^G™ˆqno}{{urv{suprvtqM…79\9[c\@DGe@\^@[\e6GC\^GA9\G6[e^@]^\^GbC6—G]\„9CC9[\@G:]6DDG[]GAI9[cE6C\@6[67\^G„6CaG[6\@[9]]6CA9[]Ge@\^\^GbC6—G]\„9CC9[\@G:I26[\C9]\6C:^9__]6CCG]\@\GCCG]G@E\67[6\@]G7C6Dde[GC\6A6:6`[_G::de[GC^9:ECGg@6`:_cF@gG[26@\\G[9]]GE\9[]G67:`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`aT\Xbc[Zd[e[ZUUWffdUZgWYTXhWWfiZjW9:6PF9C=O3DD9:=>?:6=A@><<96:><<6F>9K>HH=6JCDA8B?69:=>?:6=:6?6QQC9?CF6=k?69:=>?:89:;<><<A;Q;<>=;9A8=>9?C=CI8;=CD67A8B?69:=>?:6=@>ABCC9A66B:=6JCDOl6=:@CD8=>:;6967:@;A3N=CCQC9:E269:=>?:6=Q8A:?69:;9868A<KQ>8=>9?C?6JC=>NC=CI8;=CD@C=C;9F;:@>:<C>A::@CQ;9;Q8Q;9A8=>9?C?6JC=6Fm o pqrs t3:>Q;9;Q8QE?6QB;9CDA;967P9CM;<<;69u6<<>=AvwxEyyyEyyyOyyzHC=6??8==C9?C>9DLF6M;<<;6vw{EyyyEyyyOyyz>NN=CN>:COL@CH6<;?KA@><<BC>HH<;?>B<C:6><<H=CQ6HC=>:;69AOL@CH6<;?KA@><<;9?<8DC?6JC=>NC76=B6D;<K;9|8=KEB=6>D76=QD>Q>NCv;9?<8D;9N6HC=>:;69AzEHC=A69><;9|8=Kv;9?<8D;9N?6JC=>NC76=?6>9DCQH<6KCC>?:AzEB<>9kC:?69:=>?:8><E;9DCHC9DC9:?69:=>?:6=AE?6QH<C:CD6HC=>:;69AECGH<6A;69E?6<<>HACE>9D89DC=N=689D@>}>=DAO € ‚ƒ „…†€‡ˆƒ‰„Š‹Œ€‰Š‰ Ž‡ˆ € ƒ …„‘ŒŠ’Œ Œ‹ “”d[•W[Xbgd–;9A8=>9?C:6?6JC=><<6B<;N>:;69A;QH6ACDBK>HH<;?>B<C<>F—d[TVVd—˜dCQH<6KCCAC9N>NCD;9:@CHC=76=Q>9?C67F6=k89DC=:@;A>N=CCQC9:E6??8H>:;69><D;AC>AC?6JC=>NCE;9>??6=D>9?CF;:@A?6HC>9D<;Q;:A>A=C:@C™:>:C6726<6=>D6O š › qpqrs t26QH=C@C9A;JC38œ;>B;<;:K;9A8=>9?CF;:@Q;9;Q8Q?6QB;9CDA;9N<C<;Q;:A76=B6D;<K;9H=6HC=:KD>Q>NC6796:<CAA:@>9P9CM;<<;69u6<<>=AvwxEyyyEyyyOyyz6??8==C9?CF;:@=CAHC?::6WTgYd—UYW˜dfU[TgUd[bXdefWašYZ[WaE>9D96JC@;?<CA>AA;N9CD6=8ACD;9HC=76=Q>9?C67:@C™C=J;?CAOL@CH6<;?KA@><<ACJC=>B;<;:K67;9:C=CA:AH=6J;A;69O™8?@;9A8=>9?C?6JC=>NCQ8A:CG:C9D:667A8B?69:=>?:6=AO™8?@?6JC=>NCQ8A:;9?<8DC><<>8:6Q6:;JCCI8;HQC9:8HC=76=Q>9?C67:@C3N=CCQC9:EB6:@69:@CF6=kA;:C>9D677:@CF6=kA;:CE?6JC=>NCA@><<;9?<8DC96946F9C=A@;H>9D@;=CD?>=A?6JC=>NCO žŸŒ ƒ …„ Œ„‚¡‰„Ÿ Š‰¢ƒ“£¤ZVaW[bX¥ZX•¦fX¤[TfgWeZUYQ;9;Q8Q<;Q;:A6:@>9:@C;9A8=>B<CJ><8C67:@CF6=k:6BCHC=76=QCD89DC=:@;A?69:=>?:>:?6<CAA:@CJ><8C67:@CQ>:C=;><A>9DCI8;HQC9:;9A8=CD89DC=;9A:><<>:;6;9A8=>9?COL@CH6<;?KA@><<BCF=;::C9;9?6QH<C:CDJ><8C76=Q>9DA@>269:=>?:6=>9DPF9C=>N>;9A:=;AkA67D>Q>NC:6B8;<D;9NAEA:=8?:8=CAE>9D !"#$%&'(('!$)*(+,-./.012345678 96:;<6=>?@ABC>:;DE:F6;G><HACA=E<>?@ABC>:;HGE==I>A:H@<>F@:F><J:H;E==E;A6:K=6E;><A:H@<E:9>LG>:;G>EMM<>ME;>NE=@>67;G>>?@ABC>:;>O9>>FHP>:PG6@HE:FQ6==E<HRSTUDUUUVWPG>B6=A9XHGE==B<6NAF>76<=6HH>H;6I>BEXEI=>;626:;<E9;6<E:F;G>YL:><EH;G>A<A:;><>H;HCEXEBB>E<WPG>B6=A9XHGE==96:;EA:EB<6NA:;G>>N>:;67BEXC>:;76<E:X=6HH@:F><;G>96N>B<6NAF>FD;G>96CBE:XHGE==GEN>:6<AMG;H67<>96N><XEMEA:H;26:;<E9;6<6<;G>YL:><W [ \]^_ `ab cJ7B<67>HHA6:ERH@9GEHE<9GA;>9;@<>D>:MA:>><A:MDF>HAM:D>;9WVE<>B<6NAF>FDd<67>HHA6:E=J:H@<E:9>LA;G=ACA;H67Y:>fA==A6:Q6==E<HRSTDUUUDUUUWUUVB><9=EACfA==A6:Q6==E<HRSgDUUUDUUUWUUVEMM<>ME;>WPGAHB6=A9XHGE==<>CEA:A:76<A6F67F>HAM:E:F96:H;<@9;A6:E:FHGE==A:9=@F>EFAH96N><XB><A6F67;G;696CC>:9>@B6:H@IH;E:;AE=96CB=>;A6:67;G>d<6h>9;WkZlmnopqlomprsptuptstnoqovmns6<F><;6A:F@9>YL:><;6>:;><A:;6;GAH3M<>>C>:;D26:;<E9;6<CEw>H;G><>H>:;E;A6:HxZ26:;<E9;6<GEH>OECA:>FD9E<>7@==XH;@FA>FDE:F7ECA=AE<Ay>FGACH>=7LA;G;E:F>O;>:;67;G>26:;<E9;Q69@C>:;HE:F;G>6;G><<>=E;>FFE;EAF>:;A7AzAFFA:MQ69@C>:;HEHL>==EHL6<wD=69E=A;XDE:FE===69E=96:FA;A6:HE:H;E;>DE:F=69E==ELHD6<FA:E:9>HD<@=>HDE:F<>M@=E;A6:H;GE;A:E:XCE::><C;G>96H;DB<6M<>HHD6<76<CE:9>67;G>L6<wHW26:;<E9;6<GEHNAHA;>F;G>|A;>E:FI>96C>7ECA=AE<LA;GE:FAHHE;AH7A>FM>:><E=D=69E=DE:F|A;>96:FA;A6:H;GE;CEXE77>9;96H;DB<6M<>HHDE:FB><76<;G>L6<wA:EFFA;A6:;69E<>7@==XH;@FXA:ME==<>B6<;H67A:N>H;AME;A6:HE:H@IH@<7E9>E:F=E;>:;BGXHA9E=96:FA;A6:HE;;G>HA;>D6<6;G><LAH>DE77>9;A:MB<6M<>HHD6<76<CE:9>67;G>}6<wLGA9GL><><>=A>F@B6:IX;G>~>B<>A:;G>B<>BE<E;A6:67;G>26:;<E9;Q69@C>:;HE:FLGA9GGEN>I>>:AF>:;A7|B>9AE=26:FA;A6:HW26:;<E9;6<AH:6;<>HB6:HAI=>76<E:XF>7A9A>:;H96:FA;A6:H6<=E;>:;F>7>9;HW26:;<E9;6<HGE==I>B<6NAF>F;AC>E:F96CB>:96<<>9;F>7A9A>:;>OAH;A:M96:FA;A6:HDEHFA<>9;>FIX;G>~>B<>H>:;E;AN>D;6;;G>96<<>9;A6:HE:F96H;HEHH69AE;>FLA;G;G>HEC>E<>C@;@E==XEM<>>FL<A;A:MWZ26:;<E9;6<GEH6I;EA:>FE:F9E<>7@==XH;@FA>FR6<EHH@C>H<>HB6:HAIA=A;X7F6:>H6VE:X>OECA:E;A6:HDA:N>H;AME;A6:HD>OB=6<E;A6:HD;>H;HDH;@FA>HD96:9><:A:M96:FA;A6:HE;6<96:;AM@6@H;6;G>|A;>LGA9GCEXE77>9;96H;D6<76<CE:9>67;G>}6<w6<LGA9G<>=E;>;6E:XEHB>9;67;G>C>E:HD;>9G:A?@>HDH>?@>:9>HDE:FB<69>F@<>H6796:H;<@9;A6:;6I>>CB=6X>FIX2A:9=@FA:MEBB=XA:M;G>HB>9A7A9C>E:HDC>;G6FHD;>9G:A?@>HDH>?@>:B<69>F@<>H6796:H;<@9;A6:DA7E:XD>OB<>HH=X<>?@A<>FIX;G>26:;<E9;Q69@ !"#$%&'(('!$)*(+,-./.01234567 89:;5<=>?5@AB>8A>ABA>CD?8AB5<D=>==<8@8E8AA=<F65<>G8:8<65<H=@E856>G8I5<J=>>G825@><=E>K<?E8BL?>G?@>G825@><=E>M?H8AB=@D?@=EE5<D=@E8L?>G>G85>G8<>8<HA=@DE5@D?>?5@A56>G825@><=E>N5ECH8@>AOP25@><=E>5<?A=L=<856>G8Q8@8<=;@=>C<856L5<J>5R8:8<65<H8DRFS5>G8<A=>>G8T?>8>G=><8;=>8A>5>G8I5<J=A?@D?E=>8D?@>G825@><=E>N5ECV@;8AA5>G8<L?A8:<5W?D8D?@>G825@><=E>N5ECH8@>AB>G825@><=E>5<AG==@D:=F65<;=R5<BH=>8<?=;AB8XC?:H8@>B>55;ABC>?;?>?8AB><=@A:5<>=>?5@B=6=E?;?>?8A=@DA8<W?E8A@8E8AA=<F65<:<5:8<898EC>?5@=@DE5H:;8>?5@56>G8P25@><=E>5<AG=;;5R>=?@=@D:=F65<>G8RC?;D?@Q:8<H?>=@D5>G8<:8<Q5W8<@H8@>=;688AB;?E8@A8AB=@D?@A:8E>?5@A@8E8AA=<F65<:<5:8<898ECE5H:;8>?5@56>G8L5<JOP25@><=E>5<G=AE5<<8;=>8D>G8?@65<H=>?5@J@5L@>525@><=E>5<B?@65<H5RA8<W=>?5@A5R>=?@8D6<5HW?A?>A>5>G8T?>8B<8:5<>A=@DD<=L?@QA?D8@>?625@><=E>N5ECH8@>AB=@D=;;=DD?>?5@=;89=H?@=>?5@AB?@W8A>?Q=>?5@AB89:>8A>ABA>CD?8AB=@DD=>=L?>G>G825@><=E>N5ECH8@>AO25@><=E>5<G=AQ?W8@\8:<8A8@>=>?W8L<?>>8@@5>?E856=;;E5@6;?E>A=HR?QC?>?8AB5<D?AE<8:=@E?8A>G=>25@><=E>5<G=AD?AE5W8<8D?@>G8N5ECH8@>AB=@D>G8L<?>>8@<8A5;C>?5@>G8<856RF\8:<8A8@>=>?W8?A=EE825@><=E>5<OMG825@><=E>N5ECH8@>A=<8Q8@8<=;;FAC66?E?8@>>5?@D?E=>8=@DC@D8<A>=@D?@Q56=;;>8<HA=@DE5@D?>?5@A65<:8<65<H=@E8=@D6C<@?AG?I5<JOP25@><=E>5<L=<<=@>A=@DQC=<=@>88A>5SL@8<=@D\8:<8A8@>=>?W8>G=>=;;IR8?@=EE5<D=@E8L?>G>G825@><=E>N5ECH8@>A=@DL?;;@5>R8D868E>?W8L_`aF8=<A56TCRA>=@>?=;25H:;8>?5@O25@><=E>5<?A5<Q=@?c8DBW=;?D;F89?A>?@Q=@D?@Q55DA>=@D?@QC@D8<>G8;=T>=>85625;5<=D5=@DG=A=;;<8XC?A?>8:5L8<>55L@?>A:<5:8<>?8A=@D=E=<<F5@?>ARCA?@8AA=A@5LE5@DCE>8D5<:<5:5A8D>5R8E5@DCE>8DOPfgedefhgeijA>G?A:<5k8E>68D8<=;;F6C@D8Dlmn8Aop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`D;G?>_24X95_24abT=8<EA>=c?d^SWD?<=;EWADDE?C?89;:V258B=9=58>`D;G?>W24X95W24XeT=8<EA>=c?d^Sf:5O?<9g?<F8=<;EWD?<=6=<;9=58>`D;G?>=TX95XhT=8<EA>=c?d^Qi?;>A:?C?89;8Bf;VC?89f:5c=>=58>^S258>9:A<9=58fE;8>[j3kjl2ljjm[nWWg]fTW95E6A>TB;9?BYoKXpKep[j3kjl2ljjm[nWWg]fT;?<TB;9?BYXKXaKep3k]J[nWWqjrgjl3k2XYTr;<5:TB;9?BXbKsj[KeYXp3k]J[nWWqjrgjlTi;:9=8Ki;:9=8TB;9?BYaKYpKeYepWmjg2q]sWN\jt3rmjugjJgWTg5H8563c58TvAEVeYepWmjg2q]sNllN_3gN]JTg5H8563c58TvAEVeYepj3_rjlNkjlk3rrjR2qNr\23ljTw?F:?8T`f;:9dTeYexWmjg2q]s2]JWgln2gN]JrNiNgWTg5H8563c58TvAEVeYep^Sr;U5:yi;9?:=;E>f;VC?89[58B`ri[4XTe;8BDX4e;8BDH:;99VdC;:Sf?:65:C;8<?[58B`f[4XTe;8BDo4a;8BDH:;99VdC;:z?Bj{F=U=9`3d^S[=Bs5:C`D;G?>[s4X95[s4oT=8<EA>=c?dC;:z?Bj{F=U=9`444d^SJ59=<?563H;:B`D;G?J34Xd^SJ59=<?95f:5<??B`D;G?Jf4Xd^Q2F;8G?]:B?:>^S_?59?<F8=<;Ej8G=8??:=8GW9ABVTmAC;:;8B3>>5<=;9?>TN8<T3AGA>9hT !"#$%&'(('!$)*(+,-./.012345678 9:;<=>9?@9AB99A:CA>CA:D@AE=26FGHGIJFIKHIL2MNMOMPQR4ST4UVWX26FIYZ[I6YGLZ\\7]YFHGLZ^JY76Y_ZF[J`6FaFaXZFaKZYYZFIb`6FaHFZFZ_6]FIaJIJY_HFJa`bILJcKFJYX`]IHFZFbJdJZ\I6ILJ26FIYZ[IfYH[JXZGGJ[]YHIb76YILJ7ZHIL7]\^JY76Y_ZF[JZFa^Zb_FIYZ[I6YgG6`\HhZIH6FG]FaJYILJ26FIYZ[Ii6[]_JFIGXHF[\]aHFh`]IF6I\H_HYYZFIb^JYH6aMjLJGJ`6FaGGLZ\\YJ_ZHFHFJ77J[I]FIH\ZI\JZGI6FJbJZYZ7IJYIZ\^Zb_JFIM3\\`6FaGGLZ\\`JHFILJ76Y_G^YJG[YH`Ja`bILJ26FIYZ[Ii6[]_JkJ[]IJa`bG][LG]YJIHJGZGlmHnZYJ\H[JFGJaI6[6Fa][I`]GHFJGGHFILJqprstpusvtwxxysrzvs{ztxv|}z~rrzv|qx€|p ‚op{ƒsvxz€„pqtxv…ozr|xIL6YHIbZG3[[J^IZ`\JO]YJIHJG6F†JaJYZ\‡6FaGZFaZG3[[J^IZ`\JN{ƒsvxz€ˆs€ƒ‰qx€}ztxvoxr~qsrŠ‹Œ s{zvtzt ‰Ž|}z tx| |s ‘rzsp MjYJZG]YbiJ^ZYI_JFIM3\\`6FaGGHhFJa`bZFZhJFI_]GI`JZ[[6_^ZFIH7HJa[6^b67ILJZ]IL6YHIbI6Z[IM“7ILJG]YJIb6FZFb`6Fa7]YFHGLJa`b26F\ZYJa`ZF”Y]^I6Y`J[6_JGHFG6\dJFIX6YHIGYHhLII6a6`]GHFJGGHF26_HFZIJaX6YHI[JZGJGI6_JJIILJYJe]HYJ_JFIG67ILHGGJ[IH6FX26FIYZ[I6YGLZJmWnaZbGILJYJZ7IJYXG]`GIHI]IJZF6ILJY`6FaZFaG]YJIbX`6IL67KLH[LJ^IZ`\JI6ILJcKFJYM=A@<;A9;•–:EFIYZ[I6Y]FaJYGIZFaGILZIH7ILHGHGZ[6FIYZ[I76YILJaJGHhFX[6FGIY][IH6FX6aJ\67Z^]`\H[`]H\aHFh6Y^]`\H[K6Y”HFZFZ_6]FIJk[JJaHFh—WVXVVVdJYFJa`b2MNMOMPPQR4ST4UVWILY6]hLUV˜ZG_Zb`JZ_JFaJaM26FIYZ[IaJYGIZFaGILZIILJGJGIZI]I6Yb^Y6dHGH6FGZYJHF\HJ]67ZFb\HJFYHhLIGM26FIYaJYGIZFaGILZI7ZH\]YJ6FILJ^ZYI6726FIYZ[I6YXZFbO]`[6FIYZ[I6YmGnX6YZFb6IFHGLHFh\Z`6Y6YG]^^\HJGI6ILJfY6™J[II676\\6KILJGZHaGIZI]I6Yb^Y6dHGH6F[\ZH_76Y^Zb_JFIXZFaILZI7ZH\]YJ6FILJ^ZYI67ZFbG][L[\ZH_ZFII6[6_aGIZI]I6YbYJe]HYJ_JFIGGLZ\\YJ\HJdJcKFJY7Y6_ZFb\HZ`H\HIb76Y_Z”HFh^ZL[\ZH_ZFIM26FIYZ[I6YGZhYJJGI6HF[\]aJILHG^Y6dHGH6FHFZFbZFaZ\\O]`[6Fš=?;A<E::<A:HG3YIH[\J6F\bZ^^\HJGI6[6FIYZ[IG76YILJaJGHhFX[6FGIY][IH6FXYJ^ZHYX6YYJ_`\H[`]H\aHFh6Y^]`\H[K6Y”HFZFZ_6]FIJk[JJaHFh—UWVXVVVMVVM6FILJ`ZGHG67›œvzrš€6`GJYdZIH6F67ILJfY6™J[Ia]YHFh[6FGIY][IH6F^J[IH6FXZFa›œvzrš€YJdHJK67ILJ7HFZ\HFd6H[JZFaZ[[6_^ZFbHFha6[]_J]HYJa`bILHG3hYJJ_JFIXcKFJYHGGZIHG7HJaILZIILJfY6™J[ILZG`JJF[6_^FIYZ[I6YgG6ILJY6`\HhZIH6FG]FaJYILHG3hYJJ_JFILZdJ`JJF7]\7H\\JaXcKFJYKaZbGZ7IJYYJ[JH^I67ILJ7HFZ\HFd6H[JXG[LJa]\JZaZIJ76Y7HFZ\GJII\J_JFIXK\\`JKHILHFGHkIbmTVnaZbGZ7IJYILJž6Y”HG[6_^\JIJaGZIHG7Z[I6YH\b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`ab4cd4e\b><EH<JKD<H?=C9?HDQB:D;EC<GG;DGD<ED9CD7F:@EKD?:AB?9CCDG@RF;EF<:9969CD9DHD:967=G<?H6:9CDE<HD9D;HE<:@=6:@?9?6:E<E?79CD:69<;?SD@E9<9DHD:KDD:;DGD<ED@KJ9CD=G<?H<:9M8OhjiiklmjOoCD26:9;<=96;<A;DDE96?:@DH:?7J>E<LD><:@C6G@C<;HGDEE9CDQB:D;>?9DHRG6JDDE><:@<AD:9E7;6H<:J<:@<GGG?<K?G?9J>G6EE>=6E9E>=C<;ADE>6Kpqrpstptuvwwxyspz{t|pptu}~w~vw~xsu€ ‚ƒpswtu‚vƒvptu„}v~ƒtuvs‚‚p<:JI?:@<;?E?:A7;6H6;6F967<:J:DAG?AD:9<=9>D;;6;>6H?EE?6:6;69CD=6:@F=9679CD26:9;<=96;>?9E677?=D;E>EFK=6:9;<=96;E>DHRG6JDDE>6;<ADRD;76;H<:=D6;:6:4RD;76;H<:=D67?9E6KG?A<9?6:EF:@D;9C?E3A;DDHD:9M !"#$%&'(('!$)*(+,-./.01234567 859:;<=>?=?@:AB:8?;95=C:?<<DE9:AFD=>5B=<BG>G59<:9=H:IG:J==5=>::I=:9==>?==>::66:G=56=>D<@:<=@DG=D598?;C:KD8D=:AC;K?FLM?9AB9K:<<<J:GD6DG?KK;<=?=:A=5=>:G59=@?@;D9?9;F@D==:9G59<:9==5?9?<<DE98:9=M95?<<DE98:9=FDKK@:K:?<:5@AD<G>?@E:=>:?<<DE95@6@58?9;AB=;5@@:<J59<DCDKD=;B9A:@=>:259=@?G=N5 S TF9:@?9A259=@?G=5@:?G>CD9A<D=<:K6MD=<J?@=9:@<M<BGG:<<5@<M?<<DE9<M@:J@:<:9=?=DU:<=5=>:5=>:@J?@=;>:@:=5MD=<J?@=9:@<M<BGG:<<5@<M?<<DE9<M@:J@:<:9=?=DU:<D9@:<J:G==5?KKG5U:9?9=<M?E@::8:9=<M?9A5CKDE?=D59<G5=>:259=@?G=N5GB8:9=<OWXYZ [>:\?@=D:<B9A:@<=?9A?9A?G]95FK:AE:=>?==>:[5F9D<<BC^:G==53@=DGKcdefghcicjklchcmneoepeocmqrstuvwxyzsfg{kjeognlcmceomegmlec|=:@8<?9A@:}BD@:8:9=<56[3~TC;=>::I:GB=D5956=>D<3E@::8B9A:@<=55A?9A?E@::A=>?==>D<3E@::8:9=A5:<95=G@:?=:?8BK=D46D<G?K;5@D9AD@:G=A:C=5@5CKDE?=D59FD=>D9=>:8:?9D9E56[3~T?9AM95=FD=><=?9AD9E?9;=>D9ED9=>D<3E@::8:9==5=>:G59=@?@;M?KKJ?;8:9=5C56=>:[5F9?@::IJ@:<<K;A:J:9A:9=?9AG59AD=D59:ABJ59=>:G?U?DK?CDKD=;566B9A<C:;59A=>:=:@856=>:[5F9 n‚pjjgmedon‚kiƒgjoclgml=>:9:I=<BGG::AD9EN:G:8C:@…†O‡D9?9GD?K5CKDE?=D59<56=>:[5F9J?;=>:GB@@:9=6D<G?K;:?@?@:G59=D9E:9=BJ596B9A<65@=>?=JB@J5<:C:D9E?JJCBAE:=:AM?9A5=>:@FD<:8?A:?U?DK?CK:D9?GG5@A?9G:FD=>=>:@BK:<M@:E?9A@:<5KB=D59<56=>:[5F9?9A5=>:@?JJKDG?CK:K?FOˆJ59=>:6?DKB@:=5?J<BG>6B9A<M=>D<3E@::8:9=<>?KKC:=:@8D9?=:AO\B@<B?9==52OO‰O`aŠ4‹†4†b…OŒM=>:TF9:@>?<?JJ@5J@D?=:A?9?85B9=:D9:IG:<<56=>:259=@?G=?85B9=OTF9:@<>?KK95=D<<B:?2>?9E:T@A:@65@856T@A:@5@AD@:G=DU:@:}BD@D9E?AAD=D59?KG58J:9<?CK:F5@]=5C:J:F>DG>F5@]G?B<:<=>:?EE@:E?=:?85B9=J?;?CK:B9A:@=>:259=@?G==5:?85B9=?JJ@5J@D?=:A65@=>:5@DED9?K259=@?G=B9K:<<259=@?G=5@D<EDU:?<<B@?9G:C;=>:JBCKDG:9=D=;=>?=K?F6BK?JJ@5J@D?=D59<=5G5U:@=>:G5?AAD=D59?KF5@]>?U:C::98?A:O SSXŽ YSX Y S P3KK@:G5@A<56=>:259=@?G==5=>:J@5UD<D5956‰:@UDG:<>:@:B9A:@MD9GKBAD9EJBCKDG@:G5@A<?<A:6D9hcicjklcvƒgmwg‚cjlnt‚eqrhvwtxy‘kmljg‚cjlnƒjclp‚glcj’kom?GG5@A?9G:FD=>=>D<3E@::8:9=M?@:=5C:@:=?D9:A?9A<=5@:AD9?GG5@A?9G:[5F9 njg‚cjlnjgegmeocmkmllonƒcnkiƒcio‚ognzsfcngjg‚cjln“fo‚f‚cmneoepjg‚cjlnxpmlgjhvwtkjgec”gke[5F9566DG:<5@?GG:<<DCK:?9A5J:9:AD9<J:G=D59D9?GG5@A?9G:FD=>2T3?9A[5F9J5KDGD:<O\BCKDG@:G5@A<@:<BG>@:G5@A<<>?KKC:J@5G:<<:AD9?GG5@A?9G:FD=>[5F9J5KDGD:<O259=@?G !"#$%&'(('!$)*(+,-./.01234567 859:;9:5<=<562>?3@AB=C5DE2F=9GH<AB=I;<A5JHKE56KFF9=I59J<:95J;I=J59I9=KA=JK<K9=<;FA56ABH<3L9==M=EANO5ABHELI5EAKHE=JB=9=HE<BKFFFHMHAAB=PQRSTUVSQTWXTYZ[SSQ\]^]R\UZUYRXS\YXV_QX`T]Q^T]VQT\XU__]Z]\SQa]b`a_YVcfghijklmnopqristunkorvCB=C5DE<BKFFBKw=AB=9HLBAA59=x;=<25EA9KIA59:95wHJ=A5AB=C5DEKFH<A56KFF9=I59J<56AB=25EA9KIA599=FK:95wH<H5E56y=9wHI=<B=9=;EJ=99=AKHE=Jz{AB=25EA9KIA59HEKII59JKEI=<;z<=IAH5EKEJAB=<A59KL=F5IKAH5EKEJM=AB5JN25EA9KIA59KL9==<A5KFF5DHKA9=K<5EKzF=AHM=<z{AB=C5DE56KFFJ5I;M=EA<KEJ9=I59J<:95J;I=J59MHEKII59JKEI=DHABABH<3L9==M=EAN|g }~e3E{D59G:95J;IA@MKA=9HKF<@KEJJ5I;M=EA<:95J;I=Jz{AB=2:;9<;KEAA5ABH<3L9==M=EA<BKFFz=I5M=:95:=9A{56AB=C5DE563w5E;:5EKEJ<BKFFE5Az=MKJ=<;z=IAA5KE{I5:{9HLBA;EF=<<K;AB59H€=Jz{AB=C5DMKA=9HKF<@M=AB5J5F5L{KEJ:95:9H=AK9{D59G;<=J59:95wHJ=Jz{AB=25EA9KC5DEE5A<:=IH6HIKFF{I9=KA=JKEJJ=FHw=9=J:;9<;KEAA5AB=y=9wHI=<5;AFHE3L9==M=EAMK{z=:95A=IA=Jz{KI5:{9HLBAB=FJz{AB=25EA9KIA59KEJAB=29=<=9w=<KFF9HLBA<L9KEA=JA5HAz{KE{I5:{9HLBANCB=C5DE<BKFFE5A9=:95J595AB=9DH<=MKG=I5:H=<56KE{I5:{9HLBA=JMKA=9HKF@<;z=IAA5AB== I=:AH5E<‚ƒ„…659= IF;<Hw=;<=HEA=9EKFF{z{C5DE<AK66KEJ†59C5DEI5EA9ƒˆ…:;9<;KEAA5K9=x;=<A;EJ=9AB=25F59KJ5>:=E?=I59J<3IA@2N?NyN‰ˆA5AB== A=EAABKA<;IB<AKA;A=K::FH=<‡59ƒ …:;9<;KEAA5FKD@9=L;FKAH5E@59I5CB=25EA9KIA59DKHw=<KE{9HLBAA5:9=w=EAHA<EKM=695Mz=HEL;<=JHEIDHABAB=y=9wHI=<NŽ Ž fge3AAB=C5DEWXT] `]XS‘`bQR]’bYTUSYQRQTS]56ABH<3L9==M=EA@KFF9=I59J<56AB=25EA9KIA599=FKA=JA5AB=:95wH<H5E56B=9=;EJ=9@HEIF;JHEL:;zFHI9=I59J<K<J=6HE=JHEAB=25F59KJ5>:=E?=I”•P–—˜™š‘UEJ9=I59J<:95J;I=J59MKHEAKHE=JHEKII59JKEI=DHABABH<3K9=A5z=9=A;9E=JA5AB=C5DEHEK9=K<5EKzF=659MKAKEJDHABKEHEJ= K<JKEJ9=x;=<A=Jz{AB=C5DEN œš3E{:95wH<H5E59:K9A56AB=25EA9KIAž5I;M=EA<B=FJA5z=w5HJ59;E=E659KE{I5;9A56I5M:=A=EA;9H<JHIAH5E<BKFFz=J==M=J<A9HIG=E@KEJKFF9:95wH<H5E<<BKFFI5EAHE;=A5z=wKFHJKEJzHEJHEL;:5E>DE=9KEJ25EA9KKL9==ABKAAB=25EA9KIAž5I;M=EA<<BKFFz=9=659M=JA59=:FKI=<;IB:95wH<H5E59:K9AAB=9=56DHABKwKFHJKEJ=E659I=KzF=:95wH<H5EABKAI5M=K<:5<<HzF=A5= :9=<<HELAB=HEA=EAH5E56AB=<A9HIG=E:95wH<H5EN~ f} }~ }› ~ }œ œš } } !"#$%&'(('!$)*(+,-./.01234567 89:9;< 98 = =>?@ABCDA?BEF GHIJ?KGGFL FMNO 8 < : <: <P < = Q : R : UVWRX ; Y8R<:9Z 9 ==R8 :9 < R : T <] 9^ _5`abcde5c`fbcghbc`abi3djggkgc`bibc`gchgh`5l5jiafmmejgf`glfe5jgmf`b5ciabopb`alefnig56fe`b5cbc6fq5j56l5jemfbk65jjgmbg665jlfcr`bcemnhbcdfcrfdgc`lins4e5cinm`fc`l5jinse5c`jfe`5j5625c`jfe`5jt3si5`abjh4ofj`rsgcg6bebfjbgifjgbc`gchghsr`abi3djggkgc`t3cr`abjhofj`rjgsgcg6b`6j5k`abi3djggkgc`bifcbcebhgc`fmfchncbc`gchghsgcg6bebfjr5cw x V 9_5`abcdagjgbcbibc`gchghfilc5jiafmmb`sge5ci`jnghfilfpfbqgj56`agofchbkkncb`bgif665jhgh`agypcgjonjinfc``5`ag25m5jfh5z5qg{kkncb`r3e`l2t|t}t~~€4 ‚4 ‚ lƒ„…ƒ†tl5jfcr5`agjfoombefsmgmfpit Z T_gb`agjofj`riafmmsgagmhjgio5cibsmg65jfcrhgmfr5j6fbmnjgbcogj65jkfceg`5`agg‡`gc`ineahgmfr5j6fbmnjgbiefnighsr6bjgl6m55hlg‡om5ib5clpgksfjd5lebqbm5jkbmb`fjrfn`a5jb`rlofchgkbelgobhgkbelebqbmhbi`njsfceglf‰Š‹Œ ŒŽ Œ‘Œ’Š‰ “ Œ Ž ”‰ Š‰• “ –“—Œ‘˜ ‹ ŠŒ‘‹ Œ”™š’Œ Š“ŠŒ‘˜ ‹ Œ‘ œšžŸ’‰‘—’Œ Š“Ž‰›“• “ŠŒ‘˜ ‹ Œ‘ŒŠŠ• ‹¡“¢‰ ‹—˜“”‰—“˜Œ ogj65jkiafmmdbqgbkkghbf`gc5`beg`5`ag5`agjofj`rt £X¤ < ¥abi3djggkgc`iafmmsgd5qgjcghsrfchbc`gjojg`ghfee5jhbcd`5`agmfp55625m5jfh5t¦gcng65jfcrfe`b5cfjbibcdnchgj`abi3djggkgc`iafmmfooj5ojbf`g25nj`bc§fdmg25nc`rl25m5jfh5t¥ag¨fj`bgiagjgsrpfbqgfcjbda`gb`agjkfrafqg`5jg©ngi`fªnjr`jbfmbcfcrebqbmfe`b5cjgmf`bcdojb`aggc65jegkgc`56`abi3djggkgc`bc5jhgj`5jghneg`age5i`56hbion`gjfch`5g‡oghb`g`agjgi5mn`b5c56hbion`ginchgj`abi3djggkgc`t¥agofj`af``agjnmgoj5qbhbcdfksbdnb`bgibcfe5c`jfe`fjg`5sge5ci`jnghfdhjf6`bcdofj`riafmmc5`foomr`5`agbc`gjojg`f`b5c56`abi3djggkgc`t{6`ae5c6mbe`sg`pggc`agmfcdnfdg56`abi3djggkgc`fchfcrg‡absb`5jf``feamfcdnfdg56`abi3djggkgc`iafmmd5qgjct «¬‘“ Ž‰— ‰‹‰‘—‹ Ž“ ‹“ Ž ‘‰‹“‹¡ Œ‘‹ ‰Š‹’Œ ‹¡“«¬‘“ ® ŠŒ‘¯“‘pb`a5n`efniglno5c°‚hfripjb``gcc5`begt25c`jfe`5jiafmmsge5kogcif` !"#$%&'(('!$)*(+,-./.012345678 895:; 93<=<6>?@A>6>BACDE>?AFEAGH?EAIH<IAE>B?F3JEAAKA<>FBDLLMA?<NE?>?<JOIAL?PAEAI>6>BACAEF6<IAF?J<D>AIMAL6N76E>BACDE>?AFD>>BA?<I?@D>AIDIIEAFFH<LAFF6>BAEN?FAIAF?J<D>AI?<NE?>?<JQR<L=KD?L?<JM=S<?>AIT>D>AFUD?L6EBD<IIAL?PAH>?L?VAI76E<6>?@AEAGH?EAI>6MAJ?PA<H<IAE>B?F3JEAAKA<>QW4KD?LDIICE6P?IAI76E@6<PA<?A<@A6<L=QX6NAPAEO@6C?AF67KD?LAI6EBD<I4IAL?PAEAKD=MAFA<>>6>BACDE>?AFP?DA4KD?LQYZ:[6N<673P6<O26L6EDI6>><]\6N<UD<DJAEWE?@XA?L__U?`DALDaD=QRQc6defgP6<O26L6EDI6h^ij_ALACB6<A]ef_4fkh4k__k4KD?L]AE?@lDP6<Q6EJZ:mnmZn[UD@3LL?F>AE26<F>EH@>?6<3>><]bEAF?IA<>\EAP6EUD@3LL?FbRc6d^i^gU?<>HE<O2Rh^ikg\ALACB6<A]ef_4j_e4ekj^W4KD?L]>EAP6ElKD@DLL?F>AE@6<F m ;;\BAbDE>?AFH<IAEF>D<ID<IDJEAA>BD>DLL>AEKFD<I@6<I?>?6<F67>BA3JEAAEAGH?EA@6<>?<HAICAE76EKD<@AO@6KCL?D<@AO6EA77A@>MA=6BA>AEK?<D>?>B?F3JEAAKA<>FBDLLFHEP?PAFH@B>AEK?<D>?6<ID>AD<IFBDLLMAA<76E@ADAPA<>67D7D?LHEA>6CAE76EK6E@6KCL=Qq n r3ND?PAEM=D<=bDE>=>6>B?F3JEAAKA<>67>BAMEAD@B67D<=>AEK6ECE6>B?F3JEAAKA<>FBDLL<6>6CAED>A6EMA@6<F>EHAIDFDND?PAE67D<=FHMFAGHAM=A?>BAEbDE>=Q\BA\6N<stuvvwxyuzxwu{{|v}u~{|x€xwvu ‚|~}xw€t|wy<6>MA@6<F>EHAI>66CAED>ADFDND?PAE67D<=E?JB>F6EMA<A7?>F>6MACE6P?>B?F3JEAAKA<>Q…6@6PA<D<>6E>AEK67>B?F3JEAAKA<>FBDLLMAIAAKAI>6MM=>BA\6N<Ad@AC>?<NE?>?<JF?J<AIM=>BA\6N<26H<@?L6EM=DCAEF6<DH>B6E?VAI>6F?J<FH@BND?PAEOD<ID<=NE?>>A<ND?PAE67DE?JB>FBD@6<F>EHAI>6MADND?PAE67D<=6>BAEE?JB>6E>6MAD@6<>?<H?<JND?PFCA@?7?@DLL=F>D>AIQooq‡nZˆORN<AED<I26<>ED@>6EO6E>BA‰ACEAFA<>D>?PA6<?>FMABAdA@H>AI>B?F3JEAAKA<>?<IHCL?@D>A6<>BAID>A7?EF>NE?>>A<DM6PAQR<A@6AA<IAL?PAEAI>6RN<AEO26<>ED@>6EOD<I‰ACEAFA<>D>?PAQ3LLC6E>?6<F67>BAFBDPAMAA<F?J<AI6E?IA<>?7?AIM=RN<AED<I26<>ED@>6E6E6<>BA?EMABDL7Q‹Œ Ž Œ‹‘+’“ŒŽ %Œ %Ž‘ ””•”Œ+%–” —˜Ž“ %™‹Œ’“Œ+‘””‘š˜ !"#$%&'(('!$)*(+,-./.012345675 89:;<=>8? @@@A @@BCDE>=FG6HI26JIKLM3NNO6PQMRSTJLOSU YYYYYYYYYYYYYYYYYYYYYYYYYYY Q[6\\LI]^QZ_IUSOH66U`aQW6O YYYYYYYYYYYYYYYYYYYYY cdSKJ\SUeW\^SfHISO XYYYYYYYYYYYYYYYYYYYYYYYYYL]JSMhQJOS]JL2QiQIJSPQ`G6HI2MSOj 8D=FYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY6OaQK3MMLi\SO`kOSiLUSI\lmnopmqrstuuvwxnmytz{|}~€ ||‚ƒƒ‚€ƒq„l…‘’ˆ‡“”•–”—˜™š›–œšššžŸ ¡¢£¤¥¦¥§¢¨©¦ª©¢¦«¬“ NP-1 Form Approved by Town Attorney - 05/15/2024 NOTICE TO PROCEED TO: _MacAllister Construction__ (Contractor) _____PO Box 1615___________ _____Minturn, CO 81645_____ (Address) Date: August 26, 2026 Project: LETTUCE PATCH EARLY LEARNING CENTER BUS STOP You are hereby notified to commence WORK in accordance with the Agreement dated August 17, 2026 on or before August 26, 2026, and you are to complete the WORK between the dates of August 26 and November 24, 2026. Town of Avon, Colorado By:____Keith Ferrell, PE__________________ Title: Senior Engineer Address: P.O. Box 975 Avon, CO 81620 Telephone: 970-748–4029 ACCEPTANCE OF NOTICE Receipt of the above NOTICE TO PROCEED is hereby acknowledged By , (Contractor) This the ______ day of ____________________, 2026 By__________________________________ Title:________________________________ Telephone:___________________________ Trevor MacAllister (Aug 28, 2026 11:13:40 MDT) Trevor MacAllister Trevor MacAllister President 9702099421 CO-1 Form Approved by Town Attorney - 05/15/2024 CHANGE ORDER Order No.:______________________ Date: __________________________ Agreement Date: _________________ NAME OF PROJECT: LETTUCE PATCH EARLY LEARNING CENTER BUS STOP OWNER: Town of Avon, Colorado CONTRACTOR: _______________________________________________________________ The following changes are hereby made to the CONTRACT DOCUMENTS: Justification: Change to CONTRACT PRICE: $_______________________ Original CONTRACT PRICE: $_______________________ Current CONTRACT PRICE adjusted by previous CHANGE ORDER ____________________ The CONTRACT PRICE due to this CHANGE ORDER will be (increased)(decreased) by $______________________. The new CONTRACT PRICE including this CHANGE ORDER will be $__________________. Change to CONTRACT TIME: The CONTRACT TIME will be (increased)(decreased) by ________ calendar days. The date for completion of all work will be _______________________________ (Date). APPROVALS REQUIRED: Approved by Engineer: Accepted by Contractor: CO-2 Form Approved by Town Attorney - 05/15/2024 Accepted and Approved by Owner: ______ Federal Agency Approval (where applicable): 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-22 8 OWNER’S RESPONSIBILITIES.................................................... GC-23 9 ENGINEER’S STATUS DURING CONSTRUCTION................ GC-24 10 CHANGES IN THE WORK............................................................ GC-28 11 CHANGE OF CONTRACT PRICE................................................ GC-29 12 CHANGE OF THE CONTRACT TIME......................................... GC-34 13 WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK..................................... GC-35 14 PAYMENTS TO CONTRACTOR AND COMPLETION............. GC-39 15 SUSPENSION OF WORK AND TERMINATION....................... GC-46 16 RESERVED............................................................................……. 17 MISCELLANEOUS........................................................................ GC-48 INDEX TO GENERAL CONDITIONS Article or Paragraph Number Acceptance of Insurance 5.12 Access to the Work 13.2 Agreement - definition of 1.2 All Risk Insurance 5.9 Application for Payment - definition of 1.3 Application for Payment Final 14.8 Application for Progress Payment 14.2 Application for Progress Payment - review of 14.4 Assignment 17.4 Availability of Lands 4.1 Award, Notice Of - definition of 1.19 Before Starting Construction 2.5 thru 2.6 Bid - definition of 1.4 Bonds and Insurance - in general 5 Bonds - definition of 1.5 Bonds, Delivery of 2.1, 5.1 Bonds, Performance and Other 5.1 Cash Allowances 11.7 Change Order - definition of 1.6 Changes in the Work 10 Claims, Waiver of - on Final Payment 14.12 Clarifications and Interpretations 9.3 Cleaning 6.9 Completion 14 Completion, Substantial 14.5 Conference - Pre-Construction 2.6 Construction Machinery, Equipment, etc. 6.2 Continuing the Work 6.14 Contract Documents - definition of 1.7 Contract Documents - intent and use 3.1 Contract Documents - reuse of 3.2 Contract Price, Change of 11 Contract Price - definition of 1.8 Contract Time, Change of 12 Contract Time, Commencement of 2.3 Contract Time - definition of 1.9 Contractor - definition of 1.10 INDEX TO GENERAL CONDITIONS Article or Paragraph Number Contractor May Stop Work or Terminate 15.3 Contractor’s Continuing Obligation 14.11 Contractor’s Duty to Report Discrepancy in Documents 2.5, 3.1 Contractor’s Fees - Cost Plus 11.6 Contractor’s Liability Insurance 5.2 thru 5.6 Contractor’s Responsibilities - in general 6 Contractor’s Warranty of Title 14.3 Contractual Liability Insurance 5.7 Copies of Documents 2.2 Correction or Removal of Defective Work 13.6 Correction Period, Two Year 13.7 Correction, Removal or Acceptance of Defective Work - in general 13.6 thru 13.9 Cost of Work 11.4 Costs, Supplemental 11.4 Day - definition of 1.11 Defective Work, Acceptance of 13.8 Defective Work, Correction or Removal of 13.6 Defective - definition of 1.12 Defective Work - in general 13 Defective Work, Rejecting 9.4 Delivery of Bonds 2.1 Disagreements, Decisions by Engineer 9.7 Documents, Copies of 2.2 Documents, Record 6.10 Documents, Reuse 3.2 Drawings, definition of 1.13 Effective Date of Agreement - definition of 1.14 Emergencies 6.12 Engineer - definition of 1.15 Engineer’s - Notice Work is Acceptable 14.3 Engineer’s Responsibilities, Limitations on 9.8 Engineer’s Status During Construction - in general 9 Engineer’s - Recommendation of Payment 14.4, 14.9 Equipment, Labor, Materials and 6.2 Equivalent Materials and Equipment 6.3 Fee, Contractor’s - Costs Plus 11.6 Field Order - definition of 1.16 Field Order - issued by Architect 10.2 INDEX TO GENERAL CONDITIONS Article or Paragraph Number Final Application for Payment 14.8 Final Inspection 14.7 Final Payment, Recommendation of 14.9 Final Payment and Acceptance 14.9 General Requirements 1.17 General Provisions 17.3 Giving Notice 17.1 Guarantee of Work - by Contractor 13.1 Indemnification 6.15 Inspection, Final 14.7 Inspection, Tests and 13.3 Insurance, Bonds and - in general 5 Insurance, Certificates of 2.5 and 5 Insurance, Contractor’s Liability 5.2 thru 5.6 Insurance, Contractual Liability 5.7 Insurance, Owner’s Liability 5.8 Insurance, Property 5.9 Intent of Contract Documents 3.1 Interpretations and Clarifications 9.3 Investigations of Physical Conditions 4.2 Labor, Materials and Equipment 6.2 Laws and Regulations 6.7 Liability Insurance - Contractor’s 5.2 thru 5.6 Liability Insurance - Owner’s 5.8 Limitations on Engineer’s Responsibilities 9.8 Materials and Equipment - furnished by Contractor 6.2 Materials or Equipment - Equivalent 6.3 Miscellaneous Provisions 17 Modifications - definition of 1.18 Notice, Giving of 17.1 Notice of Award - definition of 1.19 Notice of Acceptability of Project 14.9 Notice to Proceed - definition of 1.20 Notice to Proceed - Giving of 2.3 “Or-Equal” Items 6.3 Other Contractors 7 INDEX TO GENERAL CONDITIONS Article or Paragraph Number Overtime Work, Prohibition of 6.2 Owner - definition of 1.21 Owner May Correct Defective Work 13.9 Owner May Stop Work 13.3 Owner May Suspend Work, Terminate 15.1 thru 15.2 Owner’s Duty to Execute Change Orders 11.6 Owner’s Liability Insurance 5.8 Owner’s Representative, Engineer to Serve As 9.1 Owner’s Responsibilities - in general 8 Owner’s Separate Representative at Site 9.6 Partial Utilization 14.6 Partial Utilization - Property Insurance 5.13 Patent Fees and Royalties 6.5 Payments to Contractor - in general 14 Payments, Recommendation of 14.4 Performance and Other Bonds 5.1 Permits 6.6 Physical Conditions - Investigations and Reports 4.2 Physical Conditions, Unforeseen 4.3 Pre-Construction Conference 2.6 Preliminary Matters 2 Premises, Use of 6.9 Price, Change of Contract 11 Progress Payment, Applications for 14.2 Progress Schedule 2.5, 14.1 Project - definition of 1.22 Project Representative, Resident - definition of 1.23 Project Representation, Provision for 9.6 Project, Starting 2.4 Property Insurance 5.9 Property Insurance - Receipt and Application of Proceeds 5.11 Property Insurance - Partial Utilization 5.13 Protection, Safety and 6.11 Recommendation of Payment 14.4, 14.9 Record Documents 6.10 Reference Points 4.4 Regulations, Laws and 6.7 Rejecting Defective Work 9.4 Removal or Correction of Defective Work 13.6 Resident Project Representative - definition of 1.23 INDEX TO GENERAL CONDITIONS Article or Paragraph Number Resident Project Representative, Provision for 9.6 Responsibilities, Contractor’s 6 Responsibilities, Owner’s 8 Reuse of Documents 3.2 Royalties, Patient Fees and 6.5 Safety and Protection 6.11 Schedule of Shop drawings Submissions 2.5, 14.1 Schedule of Values 2.5, 14.1 Shop Drawings and Samples 6.13 Shop Drawings - definition of 1.24 Site, Visits to – by Engineer 9.2 Starting Construction, Before 2.5 thru 2.6 Starting the Project 2.4 Stopping Work - by Contractor 15.3 Stopping Work - by Owner 13.3 Subcontractor - definition of 1.25 Subcontractors - in general 6.4 Substantial Completion, Certificate of 14.5 Substantial Completion, definition of 1.26 Subsurface Conditions 4.2, 4.3 Supplemental Costs 11.4 Surety - Consent to Payment 14.8, 14.9 Surety - Notice of Change 10.5 Surety, Qualification of 5.1 Suspending Work - by Owner 15.1 Suspension of Work and Termination - in general 15 Superintendent, Contractor’s 6.1 Supervision and Superintendence 6.1 Taxes - Payment by Contractor 6.8 Termination - by Contractor 15.3 Termination - by Owner 15.2 Termination, Suspension of Work and - in general 15 Tests and Inspections 13.3 Time, Change of Contract 12 Time, Computation of 17.2 Uncovering Work 13.4 Unit Prices 11.3 INDEX TO GENERAL CONDITIONS Article of Paragraph Number Unit Prices, Adjustment of 11.6 Use of Premises 6.9 Values, Schedule of 14.1 Visits to Site - by Engineer 9.2 Waiver of Claims - on Final Payment 14.12 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 Work Continuing During Disputes 6.14 Work - definition of 1.27 Work - Neglected by Contractor 13.9 Work - Stopping by Contractor 15.3 Work - Stopping by Owner 15.1 thru 15.2 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): 1.1 Addenda - Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the bidding documents or the Contract Documents. 1.2 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. 1.3 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. 1.4 Bid - The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.5 Bonds - Bid, performance, and payment bonds and other instruments of security. 1.6 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. 1.7 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. 1.8 Contract Price - The moneys payable by OWNER to CONTRACTOR under the Contract Documents as stated in the Agreement. 1.9 Contract Time - The number of days (computed as provided in the General Conditions) or the date stated in the Agreement for the completion of Work. 1.10 Contractor - The person, firm or corporation with whom OWNER has entered into this Agreement. 1.11 Day - A calendar day of twenty-four (24) hours measured from midnight to the next midnight. 1.12 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. 1.13 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. 1.14 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. 1.15 Engineer - Wherever the word “Engineer” occurs in these Contract Documents, the word shall signify the Town Engineer as designated by the Town of Avon to be the Engineer for the Work or the Owner’s Representative as designated in the Construction Agreement. 1.16 Field Order - A written order issued by Engineer which orders minor changes in the Work in accordance with the General Conditions but which does not involve a change in the Contract Price or the Contract Time. 1.17 General Requirements - Sections of Division 1 of the Specifications. 1.18 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. 1.19 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. 1.20 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. 1.21 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. 1.22 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. 1.23 Resident Project Representative - The authorized representative of ENGINEER who is assigned to the site or any part thereof. 1.24 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 material or equipment for some portion of the Work. 1.25 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. 1.26 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 the General Conditions. The terms “substantially complete” and “substantially completed” as applied to any Work refer to Substantial Completion thereof. 1.27 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 ARTICLE 2 PRELIMINARY MATTERS 2.1 Delivery of Bonds A. 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 of General Conditions. 2.2 Copies of Documents A. 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. 2.3 Commencement of Contract Time; Notice to Proceed A. The Contract time will commence to run on the thirtieth (30th) day after the effective date of the Agreement, or, if a Notice to Proceed is given, on the day indicated in the Notice to Proceed; but in no event shall the Contract Time commence to run later than the ninetieth (90th) day after the day of Bid opening or the thirtieth (30th) day after the effective date of the Agreement. A Notice to Proceed may be given at any time within thirty days after the effective date of the Agreement. 2.4 Starting the Project A. 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. 2.5 Before Starting Construction A. 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. B. 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. C. 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 CONTRACTOR is required to purchase and maintain in accordance with paragraphs 5.2, 5.3, 5.4, 5.5, 5.6, and 5.7 of General Conditions; 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 paragraph 5.9 of General Conditions. 2.6 Pre-Construction Conference A. 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 2.5(B) of General Conditions, 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 ARTICLE 3 CONTRACT DOCUMENTS: INTENT AND REUSE 3.1 Intent A. 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. B. 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. C. 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 of General Conditions. D. 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. E. These Contract Documents shall inure to and be binding on the heirs, executors, administrators, successors, and assigns of the parties thereto. 3.2 Reuse of the Documents A. 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 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 ARTICLE 4 AVAILABILITY OF LANDS; PHYSICAL CONDITIONS; REFERENCE POINTS 4.1 Availability of Lands A. 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 are 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. 4.2 Physical Conditions - Investigations and Reports A. 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. 4.3 Unforeseen Physical Conditions A. 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 from 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. 4.4 Reference Points A. 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 ARTICLE 5 BONDS AND INSURANCE 5.1 Performance, Warranty, and Payment Bonds A. Consistent with C.R.S. § 38-26-105, CONTRACTOR shall furnish a performance bond, payment bond, and warranty bond in an amount determined by the OWNER, but in any event at least equal to the Contract Price, as security for the faithful performance and payment of all Contractor's obligations under the Contract Documents, including but not limited to the warranty period. These bonds shall remain in effect until at least one year after the date of final payment. All bonds shall be in the forms prescribed by the Contract Documents and be executed by such sureties as: (i) are licensed to conduct business in the State of Colorado; 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 Account, U.S. Treasury Department. All bonds signed by an agent must be accompanied by a certified copy of the authority to act. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent, or its right to do business in Colorado is terminated, or it ceases to meet the requirements of this section, Contractor shall, within five (5) days thereafter, substitute another bond and surety, both of which shall be acceptable to the Owner. 5.2 Contractor’s Liability Insurance A. 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: 1. Claims under workmen’s compensation, disability benefit and other similar employee benefits acts; 2. Claims for damages because of bodily injury and occupational sickness or disease, or death of the CONTRACTOR’S employees; 3. Claims for damages because of bodily injury, sickness or disease, or death of any person other than the CONTRACTOR’S employees; 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; 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, 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 General Liability, Property Damage and Vehicle Expense A. 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 Construction Agreement. 5.4 Workmen’s Compensation Insurance A. 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. 5.5 Fire and Standard Extended Coverage Insurance (Builder’s Risk Insurance) A. 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. 5.6 Certificates of Insurance A. 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. 5.7 Contractual Liability Insurance A. The comprehensive general liability insurance required by paragraphs 5.2, 5.3, 5.4, 5.5, and 5.6 of General Conditions will include contractual liability insurance applicable to CONTRACTOR’S obligations under paragraphs 6.2(A) and 6.2(B) of General Conditions. 5.8 Owner’s Liability Insurance A. 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. 5.9 Property Insurance A. 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 paragraph 5.9 of General Conditions 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. B. 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. C. 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. D. 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. 5.10 Waiver of Rights A. DELETED 5.11 Receipt and Application of Proceeds A. Any insured loss under the policies of insurance required by paragraph 5.9 of General Conditions 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 5.11(B) of General Conditions. 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. B. 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. 5.12 Acceptance of Insurance A. 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 5.2, 5.3, 5.4, 5.5, 5.6, and 5.7 of General Conditions 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 2.5(C) of General Conditions. 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 paragraph 5.9 of General Conditions 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 2.5(C) of General Conditions. 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. 5.13 Partial Utilization - Property Insurance A. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.6 of General Conditions 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 ARTICLE 6 CONTRACTOR’S RESPONSIBILITIES 6.1 Supervision and Superintendence A. 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. B. 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. 6.2 Labor, Materials, and Equipment A. CONTRACTOR shall provide competent, suitably qualified personnel to survey and lay out the Work and perform construction as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. 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. B. 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. Contractor shall not knowingly employ or contract with a 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 any worker without authorization who will perform work under the public contract for services. C. 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. D. 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. E. 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. 6.3 Equivalent Materials and Equipment A. 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 6.3(B) and 6.3(C) of General Conditions below as supplemented in the General Requirements or Special Conditions. B. 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. C. 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. 6.4 Concerning Subcontractors A. 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 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. B. CONTRACTOR shall be fully responsible for all acts and omissions of his Subcontractors and of persons and organizations directly or indirectly employed by them and of persons and organizations for whose acts any of them may be liable to the same extent that CONTRACTOR is responsible for the acts and omissions of persons directly employed by CONTRACTOR. Nothing in the Contract Documents shall create any contractual relationship between OWNER or ENGINEER and any Subcontractor or other person or organization having a direct contract with CONTRACTOR, nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any Subcontractor or other person or organization except as may otherwise be required by law. OWNER or ENGINEER may furnish to any Subcontractor or other person or organization, to the extent practicable, evidence of amounts paid to CONTRACTOR on account of specific Work done. C. 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. D. 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 paragraph 5.9 of General Conditions. 6.5 Patent Fees and Royalties A. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. 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 alleged infringement of such rights. 6.6 Permits: A. 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. 6.7 Laws and Regulations A. 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. 6.8 Taxes A. 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. 6.9 Use of Premises A. 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. B. 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. C. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.10 Record Documents A. 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. 6.11 Safety and Protection A. 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: 1. All employees on the Work and other persons who may be affected thereby; 2. All the Work and all materials or equipment to be incorporated therein, whether in storage on or off the site; and 3. Other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, and utilities not designated for removal, relocation, or replacement in the course of construction. B. 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 6.11 of General Conditions 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 14.9 of General Conditions that the Work is acceptable. C. 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. 6.12 Emergencies A. 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. 6.13 Shop Drawings and Samples A. 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 2.6 of General Conditions), 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. B. 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. C. 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. D. 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. E. Where a Shop Drawing or sample is required by the Contract Documents, no related Work shall be commenced until submittal has been reviewed and approved by ENGINEER. F. 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. 6.14 Continuing the Work A. 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. 6.15 Indemnification A. To the fullest extent permitted by law, CONTRACTOR shall indemnify and hold harmless OWNER and ENGINEER and their officers, 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. B. 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 6.15 of General Conditions 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. C. The obligations of CONTRACTOR under paragraph 6.15 of General Conditions 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-22 Form Approved by Town Attorney - 05/15/2024 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 Form Approved by Town Attorney - 05/15/2024 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(A) and 14.9. 8.4 OWNER’S duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4 of General Conditions. Paragraph 4.2 of General Conditions 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 5.8 through 5.9 of General Conditions. 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 of General Conditions) is obligated to execute Change Orders. 8.7 OWNER’S responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.3(B) of General Conditions. 8.8 In connection with OWNER’S right to stop Work or suspend Work, see paragraphs 13.3 and 15.2(A)-(B) of General Conditions. Paragraph 15.2(A)-(B) of General Conditions deals with OWNER’S right to terminate services of CONTRACTOR under certain circumstances. END OF ARTICLE 8 GC-24 Form Approved by Town Attorney - 05/15/2024 ARTICLE 9 ENGINEER’S STATUS DURING CONSTRUCTION 9.1 Owner’s Representative A. ENGINEER will be OWNER’S representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER’S representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER. 9.2 Visits to Site A. 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. 9.3 Clarifications and Interpretations A. 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. 9.4 Rejecting Defective Work A. 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 13.2(B) of General Conditions, whether or not the Work is fabricated, installed or completed. 9.5 Shop Drawings, Change Orders and Payments A. In connection with ENGINEER’S responsibility for Shop Drawings and samples, see paragraphs 6.13 through 6.14 of General Conditions, inclusive. GC-25 Form Approved by Town Attorney - 05/15/2024 B. In connection with ENGINEER’S responsibilities as to Change Orders, see Articles 10, 11 and 12. C. In connection with ENGINEER’S responsibilities in respect to Applications for Payment, etc., see Article 14. 9.6 Project Representation A. 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. B. As ENGINEER’S Agent, the Resident Project Representative will: 1. Serve as ENGINEER’S liaison with CONTRACTOR, working principally through CONTRACTOR’S Superintendent and assist him in understanding the intent of the Contract Documents. 2. 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. 3. 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. 4. 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. 5. Accompany visiting inspectors, representing public or other agencies having jurisdiction over the Project, and report the outcome of these inspections to ENGINEER. 6. Transmit, to CONTRACTOR, ENGINEER’S clarifications and interpretations of the Contract Documents. 7. Consider and evaluate CONTRACTOR’S suggestions for modifications in GC-26 Form Approved by Town Attorney - 05/15/2024 Contract Documents and report them, with recommendations, to ENGINEER. 8. Furnish ENGINEER periodic report of progress of the Work and contractor’s compliance with the approved progresses schedule. C. As ENGINEER’S Agent, the Resident Project Representative, except upon written instructions of ENGINEER, will not: 1. Authorize any deviation from the Contract Documents or approve any substitute materials or equipment. 2. Exceed limitations on ENGINEER’S authority, as set forth in the Contract Documents. 3. Undertake any of the responsibilities of CONTRACTOR, subcontractors, or CONTRACTOR’S superintendent, or expedite the Work. 4. 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. 5. Advise on or issue directions as to safety precautions and programs in connection with the Work. 6. Authorize OWNER to occupy the Project in whole or in part. 7. Participate in specialized field or laboratory tests. 9.7 Decisions and Disagreements A. 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. B. The rendering of a decision by ENGINEER pursuant to paragraph 9.7 of General Conditions with respect to any such claim, dispute or other matter (except any which have GC-27 Form Approved by Town Attorney - 05/15/2024 been waived by the making or acceptance of final payment as provided in paragraph 14.12 of General Conditions) 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. 9.8 Limitations on ENGINEER’S Responsibilities A. 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. B. 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 9.8(C) or 9.8(D). C. 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. D. 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 Form Approved by Town Attorney - 05/15/2024 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 6.12 of General Conditions and except as provided in paragraphs 10.2 and 13.4(B) of General Conditions. 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 11.6(B) or 11.7 of General Conditions, 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 Form Approved by Town Attorney - 05/15/2024 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: A. 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 11.6(B of General Conditions)). B. By mutual acceptance of a lump sum. C. On the basis of the cost of the Work (determined as provided in paragraphs 11.4 and 11.5(B) of General Conditions) plus a Contractor’s Fee for overhead and profit (determined as provided in paragraph 11.6 of General Conditions). 11.4 Cost of the Work A. 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(B) of General Conditions: 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 Form Approved by Town Attorney - 05/15/2024 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 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. 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. 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. 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. 5. Supplemental Costs including the following: a. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR’S employees incurred in discharge of duties connected with the Work. b. 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. c. Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the 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 Form Approved by Town Attorney - 05/15/2024 necessary for the Work. d. Sales, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by any governmental authority. e. Deposits lost for causes other than CONTRACTOR’S negligence, royalty payments and fees for permits licenses. f. 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 11.5(A)(2) of General Conditions. g. The cost of utilities, fuel and sanitary facilities at the site. h. 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. i. Cost of premiums for additional Bonds and insurance required because of changes in the Work. B. The term Cost of the Work shall not include any of the following: 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(A)(1) of General Conditions, all of which are to be considered administrative costs covered by the CONTRACTOR’S Fee. 2. Expenses of CONTRACTOR’S principal and branch offices other than CONTRACTOR’S office at the site. 3. Any part of CONTRACTOR’S capital expenses, including interest on Form Approved by Town Attorney - 05/15/2024 CONTRACTOR’S capital employed for the Work charges against CONTRACTOR for delinquent payments. 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). 5. Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. 6. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4(A) of General Conditions. 11.5 CONTRACTOR’S Fee A. The CONTRACTOR’S Fee allowed to CONTRACTOR for Overhead and profit shall be determined as follows: 1. A mutually acceptable fixed fee; or if none can be agreed upon; 2. A fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under paragraphs 11.4(A)(1) and 11.4(A)(2) of General Conditions, the CONTRACTOR’S Fee shall be ten (10) percent, b. for costs incurred under paragraph 11.4(A)(3) of General Conditions, 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 c. no fee shall be payable on the basis of costs itemized under paragraphs 11.4(A)(4), 11.4(A)(5) and 11.5(B) of General Conditions. B. 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. 11.6 Adjustment of Unit Prices A. Whenever the cost of any Work is to be determined pursuant to paragraphs 11.4(A) and 11.4(B) of General Conditions, CONTRACTOR will submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. Form Approved by Town Attorney - 05/15/2024 B. 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. 11.7 Cash Allowances A. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be 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 Form Approved by Town Attorney - 05/15/2024 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 of General Conditions. 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 Form Approved by Town Attorney - 05/15/2024 ARTICLE 13 WARRANTY AND GUARANTEE; TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1 Warranty and Guarantee A. 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. 13.2 Access to Work A. 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. 13.3 Tests and Inspections A. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals. B. 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). C. 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). D. 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 Form Approved by Town Attorney - 05/15/2024 to such notice. E. 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 Contract Documents. 13.4 Uncovering Work A. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEER’S observation and replaced at CONTRACTOR’S expense. B. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR at ENGINEER’S request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary labor. 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. 13.5 Owner May Stop the Work A. 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. 13.6 Correction or Removal of Defective Work A. 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. 13.7 Two Year Correction Period A. 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 Form Approved by Town Attorney - 05/15/2024 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 from 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 service, shall be paid by CONTRACTOR. 13.8 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, OWNER (and prior to ENGINEER’S recommendation of final payment) 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. 13.9 Owner May Correct Defective Work A. 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 13.6 of General Conditions, 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 Form Approved by Town Attorney - 05/15/2024 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 Form Approved by Town Attorney - 02/11/2026 ARTICLE 14 PAYMENTS TO CONTRACTOR AND COMPLETION 14.1 Schedules A. 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. 14.2 Application for Progress Payment A. 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. Form Approved by Town Attorney - 02/11/2026 14.3 CONTRACTOR’S Warranty of Title A. 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”). 14.4 Review of Applications for Progress Payment A. 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. B. 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 Form Approved by Town Attorney - 02/11/2026 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. C. 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 14.9 of General Conditions have been fulfilled. D. 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: 1. The Work is defective, or completed Work has been damaged requiring correction or replacement; 2. Written claims have been made against OWNER or Liens have been filed in connection with the Work; 3. The Contract Price has been reduced because of Modifications; 4. OWNER has been required to correct defective Work or to complete the Work in accordance with paragraph 13.3(D) of General Conditions; 5. Of CONTRACTOR’S unsatisfactory prosecution of the Work in accordance with the Contract Documents; or 6. CONTRACTOR’S failure to make payment to Subcontractors, or for labor, material or equipment. 14.5 Substantial Completion A. 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 therefore. 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 Form Approved by Town Attorney - 02/11/2026 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 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. B. 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. 14.6 Partial Utilization A. Use by Owner of completed portions of the Work may be accomplished prior to Substantial Completion of all the Work subject to the following: 1. OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any part of the Work which OWNER believes to be substantially complete and which may be so used without significant interference with construction of the other parts of the Work. If CONTRACTOR agrees, CONTRACTOR will certify to OWNER and ENGINEER that said part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time thereafter, OWNER, CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing, giving his reasons therefore. 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 Form Approved by Town Attorney - 02/11/2026 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. 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 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. 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 5.13 of General Conditions with respect of property insurance. 14.7 Final Inspection A. 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. 14.8 Final Application for Payment A. 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 14.12), 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, Form Approved by Town Attorney - 02/11/2026 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. 14.9 Final Payment and Acceptance A. 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 14.11 of General Conditions. Otherwise, ENGINEER will return 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. B. 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 of General Conditions, the written consent of the Surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 14.10 RESERVED 14.11 CONTRACTOR’S Continuing Obligation A. 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 Form Approved by Town Attorney - 02/11/2026 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 14.9 of General Conditions, 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. 14.12 Waiver of Claims A. The making and acceptance of final payment shall constitute a waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. END OF ARTICLE 14 Form Approved by Town Attorney - 02/11/2026 ARTICLE 15 SUSPENSION OF WORK AND TERMINATION 15.1 OWNER May Suspend Work A. 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. 15.2 Owner May Terminate A. Upon the occurrence of any one or more of the following events: 1. If CONTRACTOR is adjudged in bankrupt or becomes insolvent; 2. If CONTRACTOR makes a general assignment for the benefit of creditors; 3. If a trustee or receiver is appointed for CONTRACTOR or for any of CONTRACTOR’S property; 4. If CONTRACTOR files a petition to take advantage of any debtor’s act, or to reorganize under the bankruptcy or similar laws; 5. If CONTRACTOR repeatedly fails to supply sufficient skilled workmen or suitable materials or equipment; 6. If CONTRACTOR repeatedly fails to make prompt payments to Subcontractors or for labor, materials or equipment; 7. If CONTRACTOR disregards laws, ordinances, rules, regulations or orders of any public body having jurisdiction; 8. If CONTRACTOR disregards the authority of ENGINEER; or 9. If CONTRACTOR otherwise violates in any substantial way any provision of the Contract Documents, B. 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), Form Approved by Town Attorney - 02/11/2026 incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case, CONTRACTOR shall not be entitled to receive any further payment 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. C. 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. D. 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. 15.3 CONTRACTOR May Stop Work or Terminate A. 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 6.14 of General Conditions to carry on the Work in accordance with the progress schedule and without delay during disputes and disagreements with OWNER. END OF ARTICLE 15 ARTICLE 16 RESERVED Form Approved by Town Attorney - 02/11/2026 ARTICLE 17 MISCELLANEOUS Form Approved by Town Attorney - 02/11/2026 17.1 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it shall be deemed to have been validly given as set forth in the Construction Agreement. 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 the Construction Agreement. 17.2 Computation of Time A. 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. 17.3 General A. 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, officers, 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. B. 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 6.15, 13.1, 13.6, 13.9, 14.3 and 15.2(A)-(B) of General Conditions. 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. 17.4 Assignment A. 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 6 7 18 12 11 12 US-6 171 169 166 168 167 T5S R82W T5S R81W 170 BEAVER CREEK BUS STOP TOWN OF AVON, COLORADO ACCEPTED: Project Engineer: Comments: Contractor: Resident Engineer: PROJECT STARTED: Contract Information No Revisions: Revised: Void: Init.CommentsDate: Sheet Revisions www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W EAGLE COUNTY As Constructed AD 02/26/2026 the cover page(s) drawings are applied to All seals for this set of ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE TO EDWARDS EAGLE-VAIL TO INTERSTATE 70 2500'0'1250'5000' PROJECT LOCATION MAP PROJECT AREA EAGLE RIVER BRIDGE STONE AVON ROAD BEAVER CREED BLVD POST BLVD RD. RIVERSIDE CHILDCARE CENTER ON E BEAVER CREEK BLVD. A BUS STOP IN FRONT OF THE PROPOSED VVF THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT PROJECT DESCRIPTION: VVF CHILDCARE CENTER RELATED PROJECTS: E BEAVER CREEK BLVD XXXXXXXX Project No./Code XXXXX Sheet Number 1 Unit Information Horiz. Scale: File Name: Print Date:3/16/2026 DES_Title Sheet.dgn 1:2500 ad g u e r c i o 4 : 1 0 : 0 4 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ T i t l e S h e e t . d g n VVF CHILDCARE CENTER 01 of 02GEN AMN ALD GENERAL NOTES 2 ad g u e r c i o 4 : 1 0 : 0 6 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ G e n e r a l _ N o t e s . d g n XXXXX Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed3/16/2026Print Date: Horiz. Scale: File Name: Unit Information DES_General_Notes.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE XXXXXXXX 302 of 02GEN AMN ALD GENERAL NOTES ad g u e r c i o 4 : 1 0 : 1 0 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ G e n e r a l _ N o t e s . d g n XXXXX Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed3/16/2026Print Date: Horiz. Scale: File Name: Unit Information DES_General_Notes.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE XXXXXXXX 01 of 01M & S AMN ALD PLANS LIST M & S STANDARD 4 M-100-1 M-208-1 M-203-1 M-203-2 M-203-11 STANDARD SYMBOLS (3 SHEETS) APPROACH ROADS DITCH TYPES M-203-12 M-206-1 M-206-2 M-214-1 M-412-1 M-510-1 M-601-1 M-601-2 M-601-3 M-601-10 M-601-11 M-601-12 M-601-20 M-603-1 M-603-2 M-603-3 M-603-10 M-604-10 M-604-11 M-604-12 M-604-13 M-604-20 M-605-1 SUPERELEVATION STREETS (2 SHEETS) EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS) CONCRETE PAVEMENT JOINTS (9 SHEETS) STRUCTURAL PLATE PIPE H-20 LOADING HEADWALL FOR PIPES TYPE "S" SADDLE HEADWALLS FOR PIPE HEADWALLS AND PIPE OUTLET PAVING REINFORCED CONCRETE PIPE PRECAST CONCRETE BOX CULVERT INLET, TYPE C INLET, TYPE D CURB INLET TYPE R (2 SHEETS) CONCRETE INLET TYPE 13 MANHOLES (3 SHEETS) SUBSURFACE DRAINS 1-3 M-607-1 M-607-2 M-607-3 M-607-4 M-607-10 M-608-1 M-609-1 M-611-1 M-615-1 M-615-2 M-616-1 M-620-1 M-620-2 M-620-11 M-620-12 WIRE FENCES AND GATES (3 SHEETS) CHAIN LINK FENCE (3 SHEETS) BARRIER FENCE PICKET SNOW FENCE CURB RAMPS (10 SHEETS) CATTLE GUARD (2 SHEETS) EMBANKMENT PROTECTOR TYPE 3 EMBANKMENT PROTECTOR TYPE 5 INVERTED SIPHON FIELD LABORATORY CLASS 1 FIELD OFFICE CLASS 1 FIELD OFFICE CLASS 2 M-210-1 MAILBOX SUPPORTS (2 SHEETS) M-614-1 RUMBLE STRIPS (3 SHEETS) M-629-1 SURVEY MONUMENTS (2 SHEETS) 19-29 17-18 30-31 32 35-39 41-42 43-44 45-46 47 48 52-55 56 57 65 66 67-68 69 70-72 78 GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS)M-606-13 138-147 148-151 152-153 156-158 161 162 163 164 167 168 169-170 73-77VANE GRATE INLET (5 SHEETS)M-604-25 PRECAST TYPE 7 CONCRETE BARRIER (4 SHEETS)M-606-14 ROAD CLOSURE GATE (9 SHEETS)M-607-15 8 9 15-16 40 159-160SAND BARREL ARRAYS (2 SHEETS)M-614-2 M-603-4 METAL PIPE (4 SHEETS) M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304) M-100-2 TEMPORARY EROSION CONTROL (11 SHEETS) CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS) 13-14 58 59 119-121 122 123-127 128 129-137 ACRONYMS AND ABBREVIATIONS (4 SHEETS)4-7 10-12 49 116-118 FIELD LABORATORY CLASS 2 (2 SHEETS)165-166 M-216-1 33-34 50-51WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS) CORRUGATED POLYPROPYLENE PIPE (AASHTO M330) (2 sheets) CORRUGATED POLYETHYLENE PIPE (AASHTO M294) AND M-603-6 RIBBED PIPE (AASHTO MP 20) STEEL REINFORCED POLYETHYLENE 60 M-606-1 79-97 31 INCHES (19 SHEETS) MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM 102-104 M-606-15 105-115 (11 SHEETS) GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER DEER FENCE, GATES, AND GAME RAMPS (7 SHEETS) M-611-2 154-155DEER GUARD (2 SHEETS) SOIL RETENTION COVERING (2 SHEETS) (2 SHEETS) SINGLE CONCRETE BOX CULVERT (CAST-IN-PLACE) (2 SHEETS) DOUBLE CONCRETE BOX CULVERT (CAST-IN-PLACE) (2 SHEETS) TRIPLE CONCRETE BOX CULVERT (CAST-IN-PLACE) DIVIDED HIGHWAYS (3 SHEETS) SUPERELEVATION CROWNED AND (2 SHEETS) EXCAVATION AND BACKFILL FOR STRUCTURES M-603-12 62-64 CONCRETE AND METAL END SECTIONS 61 NURSERY STOCK DETAILS 98-101 COLORADO DEPARTMENT OF TRANSPORTATION July 31, 2019 M&S STANDARDS PLANS LIST BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM. AND REVISED, APPLY TO THIS PROJECT WHEN USED ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED PLAN NUMBER M STANDARD TITLE PAGE NUMBER (3 SHEETS) TRAVERSABLE END SECTIONS AND SAFETY GRATES M-412-2 CONCRETE PAVEMENT CRACK REPAIR (6 SHEETS) (REVISED ON SEPTEMBER 6, 2022) IN CONSTRUCTION IF APPROVED BY AN APPROPRIATE CDOT ENGINEER. PLANS. ALL OTHER M&S STANDARD PLANS ARE STILL ELIGIBLE FOR USE INDICATED BY A MARKED BOX , AND WILL BE ATTACHED TO THE THE M&S STANDARD PLANS USED TO DESIGN THIS PROJECT ARE (REVISED ON MARCH 5, 2020) (REVISED ON FEBRUARY 17, 2023) (REVISED ON FEBRUARY 9, 2023) (REVISED ON JULY 13, 2020) (REVISED ON SEPTEMBER 10, 2020) (REVISED ON JANUARY 31, 2022) (REVISED ON MARCH 7, 2022) (REV. ON FEB. 3, 2023) Revised on January 16, 2026 PLAN NUMBER M STANDARD TITLE PAGE NUMBER PLAN NUMBER S STANDARD TITLE PAGE NUMBER (REVISED ON MAY 16, 2024) M-400-1 SAFETYEDGE FOR PAVEMENT (NEW, ISSUED ON APRIL 25, 2025) SELECTION IS APPROPRIATE FOR THE PROJECT. FOR THIS PROTECT AND A DETERMINATION THAT THE IS LIMITED TO THE SELECTION OF THE STANDARD PLANS MY RESPONSIBILITY WITH RESPECT TO THIS PLAN SHEET S-614-40 219-223 TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS)S-614-8 198-204 315 314 290-313 281-289 255-266S-614-50 224-227 218 215 211-214 207 196-197 194-195 191-193 190 187-188 189 171-178DELINEATOR INSTALLATIONS (8 SHEETS) FLASHING BEACON (PORTABLE) DETAILSS-630-3 PAVEMENT MARKINGS (11 SHEETS) TYPICAL MULTI-SIGN INSTALLATIONS TYPICAL POLE MOUNT SIGN INSTALLATIONS FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS) MARKER ASSEMBLY INSTALLATIONS CLASS III SIGNS (3 SHEETS) CLASS II SIGNS CLASS I SIGNS GROUND SIGN PLACEMENT (2 SHEETS) S-627-1 S-630-2 S-630-1 S-614-40A S-614-22 S-614-21 S-614-20 S-614-14 S-614-12 S-614-10 S-614-6 S-614-5 S-614-4 S-614-3 S-614-2 S-614-1 S-612-1 S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS 208 S-630-4 S-630-5 S-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY) S-630-7 PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS) 320 318-319 S-614-9 S-614-41 241-244S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS) 245-252S-614-43 267-280S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS) 316-317 DETAILS (2 SHEETS) STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION 321-323ROLLING ROADBLOCKS FOR TRAFFIC CONTROL (3 SHEETS) STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS) FOR CLASS III SIGNS (2 SHEETS) CONCRETE FOOTINGS AND SIGN ISLANDS PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 SHEETS)205-206 STRUCTURE NUMBER INSTALLATION (2 SHEETS)209-210 216-217 (2 SHEETS) CONCRETE BARRIER SIGN POST INSTALLATIONS 65'-75' SINGLE MAST ARMS (5 SHEETS) TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST ARMS (26 SHEETS) TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION AND VERTICAL PANELS BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP) 25'-55' SINGLE MAST ARMS (4 SHEETS) ALTERNATIVE TRAFFIC SIGNAL TEMPORARY SPAN WIRE SIGNALS (13 SHEETS)228-240 179-186S-613-1 ROADWAY LIGHTING (6 SHEETS) (8 SHEETS) TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS 253-254S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS) FOR CLASS III SIGNS (2 SHEETS) BREAK-AWAY SIGN SUPPORT DETAILS (REVISED ON APRIL 3, 2025) (SUPERSEDED ON JANUARY 22, 2020 BY S-614-45) S-614-45 (6 SHEETS) PEDESTRIAN PUSH BUTTON POST ASSEMBLY DETAILS (REVISED ON JANUARY 9, 2026) (REVISED ON SEPTEMBER 21, 2020) S-613-2 ALTERNATIVE ROADWAY LIGHTING (4 SHEETS) (REVISED ON MARCH 1, 2024) (REVISED ON JAN. 9, 2026) (REVISED ON JAN. 9, 2026) (REV. ON APR. 3, 2025) S-613-4 TRAFFIC SIGNAL ONE-LINE DIAGRAMS (6 SHEETS)(ISS. ON JUNE 15, 2023) (REVISED ON JANUARY 14, 2026) JAN. 9, 2026) (REVISED ON (REVISED ON MARCH 1, 2024) (REVISED ON MARCH 1, 2024) MARCH 1, 2024) (REVISED ON MARCH 1, 2024) (REVISED ON J-POST SIGN SUPPORT (3 SHEETS)S-614-23 (ISSUED ON MARCH 1, 2024) S-613-3 PULL BOX DETAIL (2 SHEETS)(ISSUED ON APRIL 4, 2024) (REV. ON JAN. 14, 2026) (REVISED ON JANUARY 9, 2026) CHAIN STATION SIGNAGES-614-15 (ISSUED ON APRIL 30, 2024) APRIL 4, 2024) (REVISED ON LATE/ZIPPER MERGE SIGNAGE (ISSUED ON SEPT. 22, 2025)S-614-19 RADAR SPEED FEEDBACK SIGN (RSFS) (3 SHEETS)S-614-17 (REV. ON JAN. 9, 2026) (REV. ON JAN. 9, 2026) (REVISED ON JANUARY 9, 2026) (NEW, ISSUED ON JAN. 9, 2026) (ISSUED ON SEP. 30, 2020) M-613-1 SUPERSEDED WITH S-613-1 AND S-613-2 IN JULY 2019 ad g u e r c i o 4 : 1 0 : 1 3 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ S t a n d a r d _ P l a n s . d g n XXXXX Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed3/16/2026Print Date: Horiz. Scale: File Name: Unit Information DES_Standard_Plans.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE XXXXXXXX 01 of 01SAQ AMN ALD APPROXIMATE QUANTITIES SUMMARY OF 5 ad g u e r c i o 4 : 1 0 : 1 5 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ S A Q . d g n XXXXX Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed3/16/2026Print Date: Horiz. Scale: File Name: Unit Information DES_SAQ.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE XXXXXXXX 30 MPHWB: 30 MPHEB: SPEED LIMITS STA 11+84.33 STA. 10+61.66 TO 6" ABC (CLASS 6) TYPE2 (SECTION IIB) CURB & GUTTER BUS STOP TYPICAL SECTION N.T.S. STA 10+89.00 TO STA 11+58.00 HCL CREEK BLVD E BEAVER R.O.W. EXISTING ALD AMN TYP SECT TYPICAL SECTION 01 of 01 HCL - HORIZONTAL CONTROL LINE R.O.W. - RIGHT OF WAY ABC - AGGREGATE BASE COURSE VARIES 12' - 29' THRU LANE 4' (TYP.) BIKE LANE VARIES 4' (TYP.) GUTTER VARIES 6' MIN. BUS PAD AND GUTTER 2.5' CURB 12' SIDEWALK AND SHELTER STA 11+58.01 STA 10+88.93 TO 6" ABC (CLASS 6) 6" CONCRETE SIDEWALK 1% STA 12+07.00 STA. 10+40.65 TO 6" ABC (CLASS 6) GUTTER TYPE 2 (4 FOOT) 2% N.T.S. STA 11+84.33 STA. 10+61.66 TO 6" ABC (CLASS 6) 7" CONCRETE PAVEMENT GROUND EXISTING PAVEMENT EXISTING (BY OTHERS) GRADING 6" VARIES 32' - 38' ELEVATIONS. SPILL CURB. REFER TO ROADWAY DETAIL SHEET FOR GUTTER DESIGN * GUTTER SLOPE VARIES IN SLOPE AND BETWEEN CATCH CURB AN ** 6 STA. 12+07.00 STA. 10+40.81 TO 10" ABC (CLASS 6) 6" HMA (PATCHING) (ASPHALT) EXISTING MATCH ad g u e r c i o 4 : 1 0 : 2 3 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ T y p i c a l _ S e c t i o n s . d g n XXXXX Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed3/16/2026Print Date: Horiz. Scale: File Name: Unit Information DES_Typical_Sections.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE XXXXXXXX 01 of 02TAB AMN ALD EARTHWORK TABULATION 7 ad g u e r c i o 4 : 1 0 : 2 4 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ T a b u l a t i o n s . d g n XXXXX Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed3/16/2026Print Date: Horiz. Scale: File Name: Unit Information DES_Tabulations.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE XXXXXXXX 02 of 02TAB AMN ALD TABULATIONS ROADWAY & TRAFFIC 8 ad g u e r c i o 4 : 1 0 : 3 0 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ T a b u l a t i o n s . d g n XXXXX Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed3/16/2026Print Date: Horiz. Scale: File Name: Unit Information DES_Tabulations.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE XXXXXXXX ST R R RR R R R R ST T ST EXISTING PROPERTY LINE EXISTING R.O.W. EXISTING R.O.W. EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT E BEAVER CREEK BLVD E BEAVER CREEK BLVD 18.08' RT, 10+40.65STA. OF CURB & GUTTER BEGIN REMOVAL STA. 10+40.92, 12.16' RT OF ASPHALT MAT BEGIN REMOVAL 29.42' RT, 12+07.00STA. OF CURB AND GUTTER END REMOVAL REMOVAL OF ASPHALT MAT REMOVAL LEGEND REMOVAL LEGEND 4' 23.45' RT, 12+07.00STA. OF ASPHALT MAT END REMOVAL 10+40.65STA. BEGIN PROJECT 12+07.00STA. END PROJECT 4" 4" 4" 4" 3" 2" 2" 2" 2" 2" 2" 10+00 11+00 12+00 S65°51'45.04"E N86°25'19.30"E 8.86' 33.62' PC PT PI POB POE C1 ad g u e r c i o 4 : 1 0 : 4 5 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ R e m o v a l P l a n . d g n XXXXX Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed3/16/2026Print Date: Horiz. Scale: File Name: Unit Information DES_Removal Plan.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE XXXXXXXX 20'0'10'40' 01 of 01REM AMN ALD REMOVAL PLAN 1:20 9 ST R R RR R R R R ST T ST 4" 4" 4" 4" 3" 2" 2" 2" 2" 2" 2" 10+00 11+00 12+00 EXISTING PROPERTY LINE EXISTING R.O.W. EXISTING R.O.W. EXISTING PROPERTY LINE EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT E BEAVER CREEK BLVD E BEAVER CREEK BLVD CONCRETE PAVEMENT (7 INCH) REMOVAL LEGEND SURFACING LEGEND 20.68' RT, 10+61.66STA. PAVEMENT (7 INCH) BEGIN CONCRETE 29.41' RT, 11+84.33STA. PAVEMENT (7 INCH) END CONCRETE 29.47' RT, 12+07.00STA. TYPE 2 (4 FOOT) END GUTTER TYPE 2 (SECTION IIB) END CURB AND GUTTER 10+40.65STA. BEGIN PROJECT 12+07.00STA. END PROJECT CONCRETE SIDEWALK (6 INCH) 32.09' RT, 11+25.75STA. SIDEWALK (6 INCH) END CONCRETE 31.01' RT, 10+88.93STA. SIDEWALK (6 INCH) BEGIN CONCRETE 6'18.16' RT, 10+40.65STA. TYPE 2 (4 FOOT) BEGIN GUTTER TYPE 2 (SECTION IIB) BEGIN CURB AND GUTTER S1 R7-107 R7-201 (BY OTHERS) PROPOSED SIDEWALK NOTE: GEOMETRIC CONTROL INFORMATION CAN BE FOUND ON REMOVAL SHEET S2 30 R2-1 S3 PROPOSED (BY OTHERS) TO REMAIN RESET BUS SHELTER W9-5 ENDS END TRANSITION TO SPILL CURB SPILL CURB BEGIN TRANSITION TO CATCH CURB BEGIN TRANSITION TO SPILL CURB CATCH CURB AT TIE IN CATCH CURB AT TIE IN 12.16' RT, 10+40.92STA. 6 INCH WHITE STRIPE (2'-4' SKIP) BEGIN EDGE LINE (PATCHING) (ASPHALT) BEGIN HOT MIX ASPHALT 23.45' RT, 12+07.00STA. 6 INCH WHITE STRIPE (2'-4' SKIP) END EDGE LINE (PATCHING) (ASPHALT) END HOT MIX ASPHALT HOT MIX ASPHALT (PATCHING) (ASPHALT) 4' BUS SHELTER ad g u e r c i o 4 : 1 0 : 4 9 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ R o a d w a y P l a n . d g n XXXXX Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed3/16/2026Print Date: Horiz. Scale: File Name: Unit Information DES_Roadway Plan.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE XXXXXXXX 20'0'10'40' 01 of 01RDWY AMN ALD ROADWAY PLAN 1:20 10 ST R R RR R R R R ST T ST 4" 4" 4" 4" 3" 2" 2" 2" 2" 2" 2" 10+00 11+00 12+00 EXISTING PROPERTY LINE EXISTING R.O.W. EXISTING R.O.W. EXISTING PROPERTY LINE EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT EXISTING UTILITY EASEMENT E BEAVER CREEK BLVD E BEAVER CREEK BLVD **EL. 7520.34' 29.47' RT 12+07.00PT STA. EL. 7521.10' 22.86' RT 11+58.95STA. **EL. 7520.39' 27.46' RT 12+07.00STA. EL. 7521.10 26.86' RT 11+58.56STA. **EL. 7520.54' 16.16' RT 10+40.74STA. **EL. 7520.43' 18.16' RT 10+40.65PC STA. EL. 7521.91' 31.01' RT 10+88.93STA. EL. 7521.33' 28.51' RT 10+89.26STA. EL. 7521.19' 21.68' RT 10+89.52STA. EL. 7521.19' 17.67' RT 10+89.68STA. EL. 7521.19' 20.88' RT 11+40.28STA. EL. 7521.19' 24.87' RT 11+39.88STA. EL. 7521.23' 33.33' RT 11+57.98STA. EL. 7521.81' 35.94' RT 11+58.08STA. EL. 7521.93' 47.73' RT 11+56.44STA. EL. 7521.15' 19.68' RT 10+89.60STA. EL. 7521.41' 30.51' RT 10+89.00STA. EL. 7521.15' 22.88' RT 11+40.07PC STA. EL. 7521.06' 24.87' RT 11+58.75STA. NOTE: ** DENOTES EXISTING ELEVATION (BY OTHERS) PROPOSED SIDEWALK EL. 4522.03' 43.01' RT 10+89.11STA. R 550' R 400' 21.08' RT 11+18.16PT STA. EL. 7521.27' 20.35' RT 11+04.14STA. FL HIGH POINT EL. 7520.84' 20.68' RT 10+61.66STA. EL. 7520.92' 22.63' RT 10+61.23STA. EL. 7521.31' 35.35' RT 11+58.00STA. EL. 7521.81' 31.40' RT 11+84.53STA. EL. 7521.73' 29.41' RT 11+84.33STA. 2.0% 2.0% 1.0%1.0% 6' **EL. 7520.59' 12.16' RT 10+40.92STA. **EL. 7521.26' 13.69' RT 10+89.83STA. **EL. 7521.38' 14.35' RT 11+04.41STA. **EL. 7521.3' 16.91' RT 11+40.69STA. **EL. 7521.17' 18.89' RT 11+59.31STA. **EL. 7520.46' 23.45' RT 12+07.00STA. EL. 7521.28' 18.35' RT 11+04.23STA. EL. 7521.28' 22.34' RT 11+04.05STA. CONCRETE PAVEMENT (7 INCH) REMOVAL LEGEND SURFACING LEGEND CONCRETE SIDEWALK (6 INCH) PROPOSED (BY OTHERS) HOT MIX ASPHALT (PATCHING) (ASPHALT) BUS SHELTER ad g u e r c i o 4 : 1 0 : 5 1 P M P : \ 4 0 0 0 . 0 6 8 . 0 1 B e a v e r C r e e k B u s S t o p \ 0 1 P r e - C o n s t r u c t i o n \ D r a w i n g s \ R o a d w a y \ D E S _ R o a d w a y D e t a i l P l a n . d g n XXXXX Numbers Structure No Revisions: Revised: Void:Sheet Subset: Detailer: Designer: Sheet NumberSubset Sheets: Init.CommentsDate: Sheet Revisions As Constructed3/16/2026Print Date: Horiz. Scale: File Name: Unit Information DES_Roadway Detail Plan.dgn Project No./Code the cover page(s) drawings are applied to All seals for this set of www.stolfusandassociates.com Fax: 303-221-2331 Phone: 303-221-2330 Greenwood Village, CO 80111 5690 DTC Boulevard, Suite 330W ewilson@avon.org 970.390.2014 Town of Avon Director of Engineering Eva Wilson, PE, PTOE XXXXXXXX 20'0'10'40' 01 of 01RDWY DET AMN ALD ROADWAY DETAIL 1:20 11 H/P HEAT/PHOTOELECTRIC SMOKE DETECTOR ELECTRICAL LEGEND (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECT) RECESSED OR SURFACE DOWNLIGHT WALL MOUNTED LIGHT FIXTURE RECESSED FLUOR. LIGHT FIXTURE SURFACE FLUOR. LIGHT FIXTUREAa Aa FIXTURE DESIGNATIONS: UPPER CASE - FIXTURE TYPE LOWER CASE - SWITCH DESIGNATION SHADING ON FIXTURE INDICATES EMERG. BATTERY BACKUP FLUORESCENT STRIP FIXTURE TRACK LIGHT AS NOTED OR SCHEDULED WALL WASHER POLE-MOUNTED FIXTURE POST (BOLLARD) FIXTURE CEILING OR WALL MOUNTED EXIT LIGHT EMERGENCY BATTERY LIGHTS DUPLEX RECEPTACLE @ 18" UNLESS NOTED DOUBLE DUPLEX RECEPTACLE @ 18" UNLESS NOTED SPECIAL OUTLET AS NOTED FLUSH FLOOR DUPLEX RECEPTACLE DUPLEX RECEPTACLE HALF-SWITCHED @ 18" UNLESS NOTED TELE-POWER POLE JUNCTION BOX IN FLOOR, CEILING OR IN WALL MULTI-OUTLET PLUG STRIP JJ J COMPUTER/TELEPHONE OUTLET IN FLOOR OR WALL CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING TELEPHONE BACKBOARD CIRCUIT HOMERUN CONDUIT RUN BELOW FLOOR OR GRADE CONDUIT STUB-UP - CAP & MARK LIGHT SWITCH AT 46" UNLESS NOTED SUBSCRIPTS: 2 = 2-POLE SWITCH 3 = 3-WAY SWITCH 4 = 4-WAY SWITCH K = KEY-OPERATED SWITCH TO = THERMAL OVERLOAD SWITCH P = SWITCH WITH PILOT LIGHT DIMMER SWITCH W/ WATTAGE MAGNETIC MOTOR STARTER DISCONNECT SWITCH PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD TRANSFORMER GROUND PUSHBUTTON CONTROL STATION PHOTOELECTRIC CELL TIME SWITCH THERMOSTAT AT 60" UNLESS NOTED DIVISION 15 EQUIPMENT CIRCUIT BREAKER MOTOR OUTLET AUTOMATIC TRANSFER SWITCH FOOD SERVICE EQUIPMENT D T PC TS T M ATS ABBREVIATIONS - ABOVE COUNTERAC AFF - ABOVE FINISHED FLOOR - ABOVE FINISHED GRADEAFG - ALUMINUMAL - EMERGENCYEM - GROUNDGND - GROUND FAULT INTERRUPTERGFI NIC - NOT IN CONTRACT NL - NIGHT LIGHT NTS - NOT TO SCALE UG - UNDERGROUND WP - WEATHER PROOF XFMR - TRANSFORMER +18"- MOUNTING HEIGHT TO CENTERLINE OF DEVICE AFF OR AFG FIRE ALARM SYSTEM FIRE ALARM CONTROL PANEL ANN FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM PULL STATION ALARM HORN OR SPEAKER COMBINATION HORN/STROBE OR SPEAKER/STROBE THERMAL HEAT DETECTORH SMOKE/IONIZATION DETECTORI PHOTOELECTRIC SMOKE DETECTORP DUCT DETECTORSR SPRINKLER SYSTEM FLOW SWITCH SPRINKLER SYSTEM TAMPER SWITCH STROBE SMOKE/FIRE DAMPER CONNECTION REMOTE INDICATOR LIGHT F D COMMUNICATION SYSTEM SPEAKER IN CEILING OR WALL VOLUME CONTROL AT 60" UNLESS NOTED MICROPHONE OUTLET IN FLOOR BOX OR WALLMM CALL-IN SWITCHC PROGRAM BELL INTERCOM CLOCK V I S S B A AMPLIFIER TELEVISION OUTLET CONTACT DOOR SWITCH IN JAMB OR HINGE SECURITY SYSTEM DC INTRUSION MOTION DETECTOR AS SPECIFIED, CORRIDOR/ROOMP C OR R KEY-OPERATED ACCESS SWITCHK SURVEILLANCE CAMERA DISTRIBUTION EQUIPMENT SYMBOLS DISCONNECT SWITCH FUSES CIRCUIT BREAKER CURRENT TRANSFORMER TRANSFORMER METERM CU - COPPER STEP LIGHT FACP M = MOTION-OPERATED SWITCH POP-UP RECEPTACLE - ELECTRICAL CONTRACTOREC - AUTHORITY HAVING JURISDICTIONAHJ - MECHANICAL CONTRACTORMC - PLUMBING CONTRACTORPC UTP - UNSHIELDED TWISTED PAIR - GENERAL CONTRACTORGC - REFERENCEREF UNO - UNLESS NOTED OTHERWISE electrical apparatus as shown on single line diagram and Provide a 2 year warranty per TOA requirements. Complete provision, installation and connection of lighting fixtures, exit signs and lamps as specified and as shown on drawings. Complete branch circuit wiring required for the connection of emergency lighting and exit signs to existing emergency stand Complete feeder(s) installation as required for new and/or devices, new control devices, etc. for a complete lighting and including new panelboards, new conduits, new wires, new wiring Complete wiring system for new lighting and power as shown, contract. Electrical work shall include, but not limited to, these major as indicated on drawing and as specified, as necessary to complete the SCOPE: Furnish all materials and labor required to execute this work 2. 3. 4. 6. 5. Provide grounding and bonding Facilities. Complete all electrical demolition as required. A. ELECTRICAL SPECIFICATIONS 1. drawings. by power system. and power system. b. a. items: A.Contractor shall submit shop drawings for engineer review and approval. Lighting fixtures. Shop drawing submittal shall include: CONDUIT AND WIRE: A. B. 1. Operating, Maintenance and identification instructions manuals, if Applicable codes: National Electric Code (2014) PERMITS AND FEES: Obtain and pay for all necessary permits, inspec- tions, examinations and fees or charges necessary for execution and and to the requirements of Federal, State or other City agencies Town of Avon Electrical Code, pertinent NFPA publications Conform to the prevailing edition and amendments thereto of the SHOP DRAWINGS AND SUBMITTAL: Test of entire system and work. REGULATIONS AND CODES: having jurisdiction. completion of electrical work. 11. A. 7. 9. 8. 10. any. A. General Requirements CONDUCTOR SIZES AND TYPES: For sizes #1/0 AWG and larger, use coppper THW or aluminum XHHW. For sizes #1 AWG and smaller, use only copper wire with 600V insulation, types TW, THHN, or THW - stranded in sizes #10 and larger, solid in sizes #12 and smaller. Control wiring shall be #14, stranded. Use type THHN for wires entering or passing through fluorescent lighting fixtures. All motors shall be wired with copper conductors only. Use minimum #10 copper wire in 1"PVC conduit at all circuits. T ECB SE PANEL 100/3 LPS (3)100A (4 #1/0 AL, 1 #6ALG)2"C M UTILITY TRANSFORMER PAD MOUNTED NO SCALE NOTE: PROVIDE SHORT CIRCUIT BRACING TO MEET FAULT CURRENT LEVELS NOTED ON ONE-LINE AS "X AFC", WHERE X IS IN AMPS. SERIES RATED CIRCUIT BREAKER COMBINATIONS ACCEPTABLE; SUBMIT MANUFACTURER'S SERIES RATINGS WITH SHOP DRAWING REVIEW. (4#1/0 AL)2"C x 20,300 AFC x<10k AFC SERVICE GROUNDING DETAIL NO SCALE NOTE: PROVIDE #3/0 CU CONDUCTORS TO ALL GROUNDING ELECTRODES. N G INCOMING WATER SERVICE PIPE (3) 3/4"x10' DRIVEN GROUND RODS IF REQUIRED BY LOCAL AHJ BONDING JUMPER (#3/0 CU G)3/4"C #6 TO TELEPHONE/TV CONCRETE- ENCASED ELECTRODE WATER METER BUILDING STEEL INCOMING GAS SERVICE PIPE ELECTRICAL ONE-LINE DIAGRAM FIXTURE TYPE AA 72" WIRE PANCAKE. 10-TURNS OF #4 BARE COPPER GROUND PLATE (COPPER) OR TWO LAYERS #15 FELT 8x8 WIRE BASKET CONDUIT & WIRING #4 VERTICAL REBARS (6 REQ'D) NO SCALE POLE BASE DIAGRAM 24" DIA FIXTURE TYPE "AA" GROUND LEVEL TC PCTBD 30" 12" DIA GROUND LEVEL UTILITY METER/MAIN ON ONESIDE, PANEL A ON THE OTHERSIDE 2" GALV UNISTRUCT VERTICAL AND CROSSMEMBERS ELEVATION FOR PANEL AND METER NO SCALE NOTE:FINAL DESIGN AND DIMENSIONS BY ELECTRICAL CONTRACTOR. REVIEW WITH OWNER BEFORE ROUGHIN OR CONCRETE POUR. MINIMIZE DIMENSIONS AS FIELD CONDITIONS ALLOW. SET RECEPTACLE A MINIMUM OF 2' AFG J 20A 120V, IRRIGATION CONTROL POLE LIGHTS WITH PHOTOCELL. CONTROL RECEPTACLES WITH SEPARATE TIMECLOCK. SOH AEC BC BUS STOP ONE-LINE & DETAILS E1.0 1 2of ww w . a e c - v a i l . c o m a PO B o x 8 4 8 9 , 4 0 8 0 1 U S H w y 6 & 2 4 , S t e 2 1 4 , A v o n , C o l o r a d o , 8 1 6 2 0 Me c h a n i c a l , E l e c t r i c a l & L i g h t i n g D e s i g n S e r v i c e s Ar c h i t e c t u r a l E n g i n e e r i n g C o n s u l t a n t s Te l e p h o n e : 9 7 0 - 7 4 8 - 8 5 2 0 ce Drawn By:Checked By: DATE:ISSUE: AEC PROJECT #: BE A V E R C R E E K B L V D BU S S T O P AV O N , C O L O R A D O 25064 An O f f i c e w i t h L E E D ™ A c c r e d i t e d P r o f e s s i o n a l s 01-14-26 PROGRESS 02/25/26 PERMIT T / R AA (E) AA AAAAAA AA AA AA (E) (E) (E) (E) (E) (E) (E) PANEL M TJ IRRIGATION PANEL EBC-SW REVIEW AND CONFIRM LOCATION OF UTILITY TRANSFORMER, METER AND PANEL PRIOR TO FINAL PRICING. EBC-SW-15 J J PROVIDE INGRADE JBOX. EXTEND POLE AND RECEPTACLE CIRCUIT AND LABEL. PROVIDE AN ADDITIONAL 2(PULLWIRE & TRACER WIRE)1"C HOMERUN TO PANEL EBC-SW FOR FUTURE PROVIDE INGRADE JBOX. EXTEND POLE AND RECEPTACLE CIRCUIT AND LABEL. PROVIDE AN ADDITIONAL (PULLWIRE & TRACER WIRE)1"C HOMERUN TO PANEL EBC-SW FOR FUTURE ALIGN FIXTURE AND FIXTURE ORIENTATION WITH FIXTURE ACROSS THE STREET, SPACE LIGHT 6" FROM SIDEWALK. REVIEW IN FIELD LOCATION OF IRRIGATION MAIN IN AREA AND ADJUST POLE BASE LOCATION AS NEEDED. CONFIRM LOCATION WITH OWNER PRIOR TO ROUGHIN. TYPICAL ALL LIGHTS. STUB CIRCUIT TO INGRADE JBOX FOR BUS STOP. PROVIDE (PULLWIRE)2"C SPARE. JEBC-SW-17 EBC-SW-2,4 EBC-SW-1,3 4 REC PER CIRCUIT POC SOH AEC BC BUS STOP LIGHTING PLAN SCALE 1" = 30'-0" E2.0 2 2 NORTH STREET LIGHTING EAST SCALE: 1" = 30'0" of ww w . a e c - v a i l . c o m a PO B o x 8 4 8 9 , 4 0 8 0 1 U S H w y 6 & 2 4 , S t e 2 1 4 , A v o n , C o l o r a d o , 8 1 6 2 0 Me c h a n i c a l , E l e c t r i c a l & L i g h t i n g D e s i g n S e r v i c e s Ar c h i t e c t u r a l E n g i n e e r i n g C o n s u l t a n t s Te l e p h o n e : 9 7 0 - 7 4 8 - 8 5 2 0 ce Drawn By:Checked By: DATE:ISSUE: AEC PROJECT #: BE A V E R C R E E K B L V D BU S S T O P AV O N , C O L O R A D O 25064 An O f f i c e w i t h L E E D ™ A c c r e d i t e d P r o f e s s i o n a l s 01-14-26 PROGRESS 02/25/26 PERMIT MODEL : AVC10 10' WIDE CUSTOM SHELTER COVER SHEET GENERAL NOTE(S): DRAWING SYMBOL(S): X X VIEW DIRECTION ELEVATION LINETYPES: HIDDEN (THIN) OBJECT (THICK) (;$&7',0(16,21 PHANTOM (THIN) CENTER X X COMPLETE SECTION VIEW DIRECTION VIEW DIRECTION DRAWING INDEX COVER 1 LAYOUT / ASSEMBLY 2 WELDMENTS 3 ROOF FRAMING PLAN AND DETAILS =#CODED NOTES =ID LETTER, REFER TO INDIVIDUAL SHOP DRAWINGS FOR DETAILS ANNOTATION SYMBOL(S): SHEET SIZE: SHEET:1 OF 7 ARCH D X X ENLARGED VIEW DETAIL DO NOT COPY! &RS\ULJKW6WUHHWVFDSH,QF All rights reserved, including the right to reproduce in whole or in part in any form. These designs and drawings are subject to the condition that they not be lent, sold, hired out, reproduced, used, manufactured or otherwise disposed of without written consent of Lacor Streetscape, doing business as Lacor Streetscape. DESC SHEET 7 ID SHEET LOCATION ID SHEET LOCATION SHEET LOCATION ID 22233 NORTH 23RD AVENUE, PHOENIX, ARIZONA 85027 PHONE: 623.587.4648HINTZE COMPANIES FAX: 623.492.4648 ................................................................................ ................................................. ................................................................... .........................X X SECTION VIEW DIRECTION ID BENCH AND SKI RACK DETAILS 5............................................................................. 6.......................... DRAWING PACKAGE DESIGNED BY: SOUTHWEST FABRICATION ENGINEERING DEPARTMENT AVON BUS SHELTER AVON, COLORADO MODEL: AVC10 SOUTHWEST FABRICATION www.lacorstreetscape.com / www.sw-fab.com X X/X" COUNTERSINK COUNTERBORE 1. ALL WRITTEN DIMENSIONS SUPERCEDES SCALED DIMENSIONS. 2. IF DRAWING IS NOT PRINTED 1:1 ON THE PAGE SIZE LISTED ON THE DRAWING: ARCH D-SIZE SHEET (24"x36"), ARCH B-SIZE SHEET (11"x 17"), THEN DRAWING IS NOT TO SCALE SHOWN. 3. SOME HIDDEN LINES OMITTED FOR CLARITY. 4. ALL HATCH AREA'S ARE REPRESENTATIVE ONLY. 5. NO CHANGES TO DESIGN WITHOUT THE AUTHORIZATION OF THE DESIGNING ENGINEER SHALL BE PERMITTED. 6. ALL DESIGN CHANGES MUST BE SUBMITTED IN WRITING FOR ENGINEERING APPROVAL. 7. INSTALLATIONS SHALL BE INSTALLED PER ALL APPLICABLE STATE AND LOCAL CODES. (BY OTHERS) 8. ALL UNITS ARE PREFABRICATED AND WELDING IS PERFORMED WITHIN MANUFACTURER'S SHOP. 9. ALL STRUCTURAL STEEL CONSTRUCTION SHALL COMPLY WITH THE AISC MANUAL OF STEEL CONSTRUCTION. REVIEW APPROVED APPROVED AS NOTED REVISE AND RESUBMIT REJECTED FOR INFORMATION ONLY COMMENTS: SIGN / DATE: CONC CONCRETE ABV ABOVE ADJ ADJUST BTM BOTTOM BOP BOTTOM OF PIPE CENTER LINECLOR CL CONN CONNECTION CTR CENTER DBL DOUBLE ',$25DIAMETER DIM DIMENSION DN DOWN DR DOOR EA EACH ELEV ELEVATION ELECT ELECTRICAL EQUIP EQUIPMENT EXIST EXISTING FAB FABRICATION FC FIELD CUT FDN FOUNDATION FIN FINISH FLR FLOOR FM FIELD MEASURE FV FIELD VERIFY GA GAUGE GALV GALVANIZED GL GLASS FRP FIBERGLASS REINFORCED PLYWOOD HGT HEIGHT HR HOT ROLLED ID INSIDE DIAMETER IR INSIDE RADIUS EXT EXTERIOR J-BOX JUNCTION BOX JUNCTION LIGHT LIGHTING MANUFACTURING MINIMUM METAL HSS HOLLOW STRUCTURAL STEEL ON CENTER OUTSIDE DIAMETER OUTSIDE RADIUS PAINT PAVEMENT POWDER COAT PERFORATED PANEL PLATE QUANTITY NUMBER POUND(S) ROUND BAR REFERENCE REVISION SCHEDULE SHEET SIMILAR SOLID SOLAR PANEL SQUARE FEET SQUARE INCHES SQUARE ROUGH OPENING STANDARD STEEL SYSTEM THROUGH BOLT TO BE SELECTED TUBE STEEL TYPICAL VERTICAL ALUM ALUMINUM LARGE FLG FLANGE NOT TO SCALE ASM ASSEMBLY BC BOLT CIRCLE STAINLESS STEEL DESC DESCRIPTION WITH WITHOUT FG FINISHED GRADE ROUND SYMMETRICAL ABBREVIATIONS: BRKT BRACKET CR COLD ROLLED HOR HORIZONTAL HOLW HOLLOW AB ANCHOR BOLT= INT INTERIOR= AFG ABOVE FINISHED GRADE = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = JCT LB(S) LRG LT LTG MFG MIN MTL w/ VERT W/O TYP TS TBS TB SYS SYM STL STD SS SQ IN SQ FT SQ SP SLD SIM SHT SCH RO RND REV REF RB QTY PL PNL PERF PC PAV P OR OD OC NO OR # NTS = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = REQUIREDREQ'D = TO BE DETERMINEDTBD= SUPPORTSUPP= WEDGE ANCHORWA= EST ESTIMATED= FB FLAT BAR= RADIUSRAD= MATCH LINEML= THROUGH HOLETH= 9'-0 5/8" AFG ELEVATION LOCATION HEIGHT EXTENSION LINE X X/X"DIMENSIONS (THIN) DATUM - DIMENSIONING REF POINT MISC (MID) AS BUILT RECORD DRAWING MEASURED DRAWINGREVIEWED : APPROVED : DRAWN :JH 18FEB2016 LAST REV : RV JS - 18FEB2016 18FEB2016 - APPROVED FINAL - FOR PRODUCTION SHOP DRAWINGS DRAWING STATUS****** DATE:00MAR2016 HATCH PATTERNS: (REPRESENTATION ONLY - NO SCALE) PERFORATED SHADE FOR CLARITY STEEL GENERAL (MULTI-PURPOSE) ALUMINUM PLASTIC, RUBBER WOOD EARTH CONCRETE AGGREGATE, GRAVEL METAL (X) PERFORATED METAL AND C-CHANNEL DETAILS 4................ COMPLETE BILL OF MATERIALS ADDENDUMS ADDENDUM 1 1.................................................................. 120" [10'] 116" [9'-8"] 69 1 5 / 1 6 " [ 5 ' - 1 0 " ] 89 " [ 7 ' - 5 " ] 86 1 / 8 " [ 7 ' - 2 1 / 8 " ] 10 6 " [ 8 ' - 1 0 " ] 19 " 28 " 42 " ROOF OUTLINE A A 79 13/16" [6'-7 13/16"] 43" [3'-7"] 35" [2'-11"] 1 R158 5/8" [R13'-2 5/8"] 8 LEVEL 1 FG LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 TOP OF HSS TOP OF HSS TOP OF HSS TOP OF HSS 2 2 2 2 2 2 4 4 58" [4'-10"]58" [4'-10"] 3 MID ROOF SUPPORT POST (4" x 2" x 1/4") TYP 5 6 121" [10'-1"] 58" [4'-10"]58" [4'-10"] 1/4 TYP 1/4 TYP 7 ALL AROUND 7 ALL AROUND 7 ALL AROUND 7 ALL AROUND 4 1 82 13/16 " [ 6 ' - 1 0 1 3 / 1 6 " ] 6 1 16 1/2" SK I R A C K N O T S H O W N SK I R A C K N O T S H O W N 8" 8" 1 1/2" 2" 2" 2" 4" 3" TYP CO N C R E T E P A D TYP1/4 10" 6" 3" CO N C R E T E P A D 1 1/2" 1 1/2" 2"2" TYP 1/4 HS S 5 x 5 x 1 / 4 HS S 5 x 5 x 1 / 4 HS S 5 x 5 x 1 / 4 HSS5 x 2 x 1/4 HSS4 x 2 x 1/4 HSS4 x 2 x 1/4 HSS5 x 2 x 1/4 HSS4 x 2 x 1/4 HSS4 x 2 x 1/4 HSS4 x 2 x 1/4 HSS4 x 2 x 1/4 HSS5 x 2 x 1/4 HSS5 x 2 x 1/4 HS S 5 x 3 x 1 / 4 LE V E L 1 - 3 HSS5 x 3 x 1/4 LEVEL 1-3 HSS5 x 3 x 1/4 LEVEL 1-3 HSS5 x 3 x 3/8 LEVEL 5 HSS4 x 2 x 1/4 LEVEL 5 - ROOFHSS4 x 4 x 1/4 LEVEL 1 - ROOF HSS4 x 4 x 1/4 LEVEL 1 - ROOF HSS4 x 4 x 1/4 LEVEL 1 - ROOF HSS4 x 4 x 1/4 LEVEL 1 - ROOF HSS4 x 4 x 1/4 LEVEL 1 - ROOF HS S 5 x 3 x 1 / 4 LE V E L 1 - 3 (1 PIECE) 1.DRAWING DESIGN PROVIDED BY CUSTOMER SUPPLIED DRAWINGS "AVON BUS SHELTER, AVON, COLORADO." 2.,167$//$1&+25%2/763(567$7(/2&$/$1'$// APPLICABLE CODES. FRONT VIEW SCALE: 1" = 1'-0" SIDE VIEW (TYP) SCALE: 1" = 1'-0" 1 FOOTPAD DETAIL (TYP) SCALE: 3" = 1'-0" A-A TOP VIEW SCALE: 3" = 1'-0" CHKBY DRAWN: CAD REF: DATEAPPRREASON SCALE: DATE: REV JGHAS NOTED DWGS\SHELTERS\MISC CITY*18FEB2016 A ----- GENERAL NOTE(S): MODEL : AVC10 10' WIDE CUSTOM SHELTER LAYOUT / ASSEMBLY SHEET SIZE: SHEET:2 OF 7 ARCH D DO NOT COPY! &RS\ULJKW6WUHHWVFDSH,QF All rights reserved, including the right to reproduce in whole or in part in any form. These designs and drawings are subject to the condition that they not be lent, sold, hired out, reproduced, used, manufactured or otherwise disposed of without written consent of Lacor Streetscape, doing business as Lacor Streetscape. 2 1 TYP 2 FOOTPAD DETAIL SCALE: 3" = 1'-0" 1.PL1/4" END PLATE (CAP) 2.16 GAUGE - .250RD x .312STG PERFORATED METAL 3.WESTERN RED CEDAR GLULAM BENCH w/ CLEARCOAT 4.FB3/8" x 3" 5.22 GAUGE CORRUGATED METAL ROOF - BWX374 6.ALUMINUM SKI RACK, PROVIDED LOOSE FOR CUSTOMER PLACEMENT, ONE PER SHELTER (SCREW OR BOLTED CONNECTION) 7.C1" x 1/2" x 1/8" 8.BENCH STAND ASSEMBLY 9.COLOR: SHELTER: RAL 7021 ROOF: CLASSIC BRONZE CODED NOTE(S): SECTION A-A 2 2 PL3/4" EDGEPL3/4" CORNER PURLIN PLAN SCALE: NTS GIRT PLAN SCALE: NTS IMPORTANT REFER TO COVER SHEET NO. 1 FOR GENERAL NOTES, SYMBOLS, AND LEGEND *DIMENSIONS ARE IN INCHES *DIMENSIONS ARE IN INCHES HS S 5 x 3 x 1 / 4 LE V E L 1 - 3 HSS5 x 3 x 1/4 LEVEL 1-3 HSS5 x 3 x 1/4 LEVEL 1-3 HSS5 x 3 x 3/8" LEVEL 5 HSS4 x 2 x 1/4HSS4 x 4 x 1/4 LEVEL 1 TO ROOF HSS4 x 4 x 1/4 HSS4 x 4 x 1/4 LEVEL 1 TO ROOF HSS4 x 4 x 1/4 LEVEL 1 TO ROOF HSS4 x 4 x 1/4 LEVEL 1 TO ROOF (A)(A) (B)(B)(B) (C ) (D)(D) (E) (F) LEVEL 1 TO ROOF 1/4 1/4 1/4 1/4 1/4 1/41/4 1/4 1/4 1/41/4 HS S 5 x 3 x 1 / 4 LE V E L 1 - 3 (C ) (1 PIECE) HS S 5 x 5 x 1 / 4 HSS5 x 5 x 1/4 HS S 5 x 5 x 1 / 4 HSS5 x 2 x 1/4 HSS4 x 2 x 1/4 HSS4 x 2 x 1/4 HSS5 x 2 x 1/4 HSS4 x 2 x 1/4 HSS4 x 2 x 1/4 HSS4 x 2 x 1/4 HSS4 x 2 x 1/4 HSS5 x 2 x 1/4 HSS5 x 2 x 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 1/4 (G ) (G ) (G) (H)(H) (H)(H) (J)(J) (J)(J) (J)(J) DO NOT COPY! &RS\ULJKW6WUHHWVFDSH,QF= All rights reserved, including the right to reproduce in whole or in part in any form. These designs and drawings are subject to the condition that they not be lent, sold, hired out, reproduced, used, manufactured or otherwise disposed of without written consent of Lacor Streetscape, doing business as Lacor Streetscape. SHEET:3 OF 7 SHEET SIZE:B BILL OF MATERIALS T A G Q T Y LBS(EA) *WTCUT LENGTH ** * REFER TO LAYOUT / ASSEMBLY DRAWING FOR LOCATION(S). ** WEIGHTS GIVEN ARE APPROXIMATE ONLY. ---- MATERIAL \ DESCRIPTION:REMARKS: A 2 HSS4" x 4" x 1/4"104 3/8 106.23 - REMOVE ALL BURRS AND SHARP EDGES ! IMPORTANT NOTICE ! DUE TO FABRICATION TOLERANCES AND VARIANCES CHECK DIMENSIONS BEFORE CUTTING! MODEL : AVC10 10' WIDE CUSTOM SHELTER WELDMENTS SHOP DRAWING B 3 HSS4" x 4" x 1/4"95 1/8 96.83 - C 6 HSS5" x 3" x 1/4"35 35.65 - D 6 HSS5" x 3" x 1/4"54 54.95 - E 1 HSS5" x 3" x 3/8"112 161.13 - F 1 HSS4" x 2" x 1/4"1 1/8 0.79 - GIRT WELDMENT PLAN SCALE: NTS G 3 HSS5" x 5" x 1/4"82 5/16 106.22 - H 4 HSS5" x 2" x 1/4"53 46.45 - J 6 HSS4" x 2" x 1/4"53 38.94 - PURLIN WELDMENT PLAN SCALE: NTS DIMENSIONS ARE IN INCHES DIMENSIONS ARE IN INCHES CHKBY DRAWN: CAD REF: DATEAPPRREASON SCALE: DATE: REV JGHAS NOTED DWGS\SHELTERS\MISC CITY*18FEB2016 A ----- DO NOT COPY! &RS\ULJKW6WUHHWVFDSH,QF= All rights reserved, including the right to reproduce in whole or in part in any form. These designs and drawings are subject to the condition that they not be lent, sold, hired out, reproduced, used, manufactured or otherwise disposed of without written consent of Lacor Streetscape, doing business as Lacor Streetscape. SHEET:4 OF 7 SHEET SIZE:B BILL OF MATERIALS T A G Q T Y LBS(EA) *WTCUT LENGTH ** ---- MATERIAL \ DESCRIPTION:REMARKS: ! IMPORTANT NOTICE ! DUE TO FABRICATION TOLERANCES AND VARIANCES CHECK DIMENSIONS BEFORE CUTTING! MODEL : AVC10 10' WIDE CUSTOM SHELTER ROOF FRAMING PLAN AND DETAILS SHOP DRAWING N 4 FB1/4" x 2"16 5/8 2.32 - P 4 FB1/4" x 2"15 5/16 2.22 - Q 4 FB1/4" x 2"20 1/2 2.82 - R 4 FB1/4" x 2"16 2.26 - S 34 2" x 4" COMPOSITE WOOD 52 1/2 7.30 - ROOF PLAN SCALE: NTS ROOF SECTION A-A SCALE: 3" = 1'-0"A-A ROOF SECTION B-B SCALE: 3" = 1'-0"B-B T 1 22 GA. ALUMINUM CORRUGATED ROOF SYSTEM 85 55.00 - * REFER TO LAYOUT / ASSEMBLY DRAWING FOR LOCATION(S). ** WEIGHTS GIVEN ARE APPROXIMATE ONLY. ROOF SECTION C-C SCALE: 1" = 1'-0"C-C U 6 PL1/4" x 4 7/8" x 4 7/8" END CAP PLASMA 1.77 - CHKBY DRAWN: CAD REF: DATEAPPRREASON SCALE: DATE: REV JGHAS NOTED DWGS\SHELTERS\MISC CITY*18FEB2016 A -- - - - DO NOT COPY! &RS\ULJKW6WUHHWVFDSH,QF= All rights reserved, including the right to reproduce in whole or in part in any form. These designs and drawings are subject to the condition that they not be lent, sold, hired out, reproduced, used, manufactured or otherwise disposed of without written consent of Lacor Streetscape, doing business as Lacor Streetscape. SHEET:5 OF 7 SHEET SIZE:B BILL OF MATERIALS T A G Q T Y LBS(EA) *WTCUT LENGTH ** ---- MATERIAL \ DESCRIPTION:REMARKS:! IMPORTANT NOTICE ! DUE TO FABRICATION TOLERANCES AND VARIANCES CHECK DIMENSIONS BEFORE CUTTING! MODEL : AVC10 10' WIDE CUSTOM SHELTER PERFORATED METAL \ C-CHANNEL DETAILS SHOP DRAWING V 2 16 GAUGE PERFORATED METAL 54 x 37 21.22 - W 2 16 GAUGE PERFORATED METAL 54 x 23 13.19 - X 2 16 GAUGE PERFORATED METAL 37 x 35 13.75 - 1.PERFORATED METAL RIVET SPACING SHALL BE PLACED 6" - 7" APART AND SHALL NOT EXCEED THE MAXIMUM, UNLESS REQUIRED BY OBSTRUCTION. 2.C-CHANNEL RIVET SPACING SHALL BE PLACED 12" - 14" APART AND SHALL NOT EXCEED THE MAXIMUM, UNLESS REQUIRED BY OBSTRUCTION. GENERAL NOTE(S): Y 2 16 GAUGE PERFORATED METAL 35 x 23 8.55 - Z 8 C1" x 1/2" x 1/8"36 7/8 2.12 - ROOF PLAN SCALE: NTS AA 4 C1" x 1/2" x 1/8"52 3/4 3.04 - * REFER TO LAYOUT / ASSEMBLY DRAWING FOR LOCATION(S). ** WEIGHTS GIVEN ARE APPROXIMATE ONLY. TYPICAL CONNECTION DETAILS SCALE: 3" = 1"-0" PERFORATED METAL AND C-CHANEL SECTION A-A SCALE: 6" = 1"-0" BB 8 C1" x 1/2" x 1/8"22 7/8 1.32 - CC 4 C1" x 1/2" x 1/8"34 7/8 1.87 - A-A CHKBY DRAWN: CAD REF: DATEAPPRREASON SCALE: DATE: REV JGHAS NOTED DWGS\SHELTERS\MISC CITY*18FEB2016 A ----- DO NOT COPY! &RS\ULJKW6WUHHWVFDSH,QF= All rights reserved, including the right to reproduce in whole or in part in any form. These designs and drawings are subject to the condition that they not be lent, sold, hired out, reproduced, used, manufactured or otherwise disposed of without written consent of Lacor Streetscape, doing business as Lacor Streetscape. SHEET:6 OF 7 SHEET SIZE:B BILL OF MATERIALS T A G Q T Y LBS(EA) *WTCUT LENGTH ** ---- MATERIAL \ DESCRIPTION:REMARKS:! IMPORTANT NOTICE ! DUE TO FABRICATION TOLERANCES AND VARIANCES CHECK DIMENSIONS BEFORE CUTTING! MODEL : AVC10 10' WIDE CUSTOM SHELTER BENCH AND SKI RACK DETAILS SHOP DRAWING DD 1 HSS4" x 3" x 1/4"-5.26 REFER TO DWG EE 1 HSS4" x 3" x 1/4"-9.20 REFER TO DWG FF 1 PL3/8"8 x 8 6.80 - GG 1 WESTERN RED CEDAR HORZ. GLULAM BENCH -130.00 REFER TO DWG HH 8 PL3/8" x 3"50 15.30 - BENCH DETAILS SCALE: 1 1/2" = 1'-0" JJ 2 PL3/8" x 3"10 3.50 - * REFER TO LAYOUT / ASSEMBLY DRAWING FOR LOCATION(S). ** WEIGHTS GIVEN ARE APPROXIMATE ONLY. CHKBY DRAWN: CAD REF: DATEAPPRREASON SCALE: DATE: REV JGHAS NOTED DWGS\SHELTERS\MISC CITY*18FEB2016 A ----- DO NOT COPY! &RS\ULJKW6WUHHWVFDSH,QF= All rights reserved, including the right to reproduce in whole or in part in any form. These designs and drawings are subject to the condition that they not be lent, sold, hired out, reproduced, used, manufactured or otherwise disposed of without written consent of Lacor Streetscape, doing business as Lacor Streetscape. SHEET:7 OF 7 SHEET SIZE:B MODEL : AVC10 10' WIDE CUSTOM SHELTER COMPLETE BILL OF MATERIALS CHKBY DRAWN: CAD REF: DATEAPPRREASON SCALE: DATE: REV JGHAS NOTED DWGS\SHELTERS\MISC CITY*18FEB2016 A ----- COMPLETE BILL OF MATERIALS DO NOT COPY! &RS\ULJKW6WUHHWVFDSH,QF= All rights reserved, including the right to reproduce in whole or in part in any form. These designs and drawings are subject to the condition that they not be lent, sold, hired out, reproduced, used, manufactured or otherwise disposed of without written consent of Lacor Streetscape, doing business as Lacor Streetscape. ADDENDUM:1 OF SHEET SIZE:B MODEL : AVC10 10' WIDE CUSTOM SHELTER ADDENDUM CHKBY DRAWN: CAD REF: DATEAPPRREASON SCALE: DATE: REV JGHAS NOTED DWGS\SHELTERS\MISC CITY*18FEB2016 A ----- ROOF COLORS ATAS CORRUGATED METAL COLOR CHART RED CLOUDED COLORS ARE 22 GAUGE METAL ONLY THE REST OF THE COLOR SELECTION COMES IN 24 GAUGE ONLY 1 1. CODES AND STANDARDS: 1A. GENERAL DESIGN - INTERNATIONAL BUILDING CODE 2009 WITH TOWN OF AVON AMENDMENTS 1B.LOADS - ASCE/SEI 7-05 “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES” 1C. CONCRETE - ACI 301-05 “SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS” - ACI 318-08 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” 1E..STEEL - ANSI/AISC 360-05: “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” LOAD AND RESISTANCE FACTOR DESIGN 1F.WOOD - ANSI/AF&PA NDS-2005: “NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION” WITH 2005 SUPPLEMENT 2. SEISMIC LOADS - SEISMIC DESIGN CATEGORY = B - OCCUPANCY CATEGORY = U - RISK CATEGORY = II - EARTHQUAKE IMPORTANCE FACTOR, Ie = 1.0 - MAPPED SPECTRAL RESPONSE ACCELERATION, Ss= 0.265 - MAPPED SPECTRAL RESPONSE ACCELERATION, S1= 0.074 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SDs = 0.280 - DESIGN SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.118 - SOIL SITE CLASS = D - BASIC STRUCTURAL SYSTEM: STEEL FRAME - STRUCTURAL SEISMIC LATERAL SYSTEM: STEEL ORDINARY MOMENT FRAME - RESPONSE MODIFICATION FACTOR, R = 3 - SEISMIC RESPONSE COEFFICIENT, Cs= 0.1 - SYSTEM OVERSTRENGTH FACTOR, OMEGA = 3 - DESIGN BASE SHEAR EAST-WEST DIRECTION = 0.5 KIPS - DESIGN BASE SHEAR NORTH-SOUTH DIRECTION = 1.0 KIPS - SEISMIC ANALYSIS PROCEDURE: SIMPLIFIED ANALYSIS 3. WIND LOADS - OCCUPANCY CATEGORY = U - RISK CATEGORY = II - WIND IMPORTANCE FACTOR, Iw = 1.0 - BASIC WIND SPEED = 90 MPH - BASIC ULTIMATE WIND SPEED Vult = 115 MPH - BASIC NOMINAL WIND SPEED Vasd = 90 MPH - EXPOSURE CATEGORY = C - INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.55 4. DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING AND ELEMENTS DESIGNED BY THE CONTRACTOR - PRESSURES LISTED BELOW ARE ULTIMATE BASED ON A 10 SF EFFECTIVE WIND AREA. - SEE ‘WALL CORNER AND SPECIAL ROOF ZONES DIAGRAM’ - TYPICAL WALL AREA INWARD PRESSURE = 30 PSF - TYPICAL WALL AREA OUTWARD PRESSURE = 32 PSF - WALL CORNERS(OUTWARD) = 38 PSF - TYPICAL ROOF AREA (OUTWARD) = 32 PSF - ROOF SPECIAL ZONES (EAVES, RAKES, RIDGES AND CORNERS) (OUTWARD) = 80 PSF 6. GRAVITY LOADS 6A.SEE GRAVITY LOADS TABLE. 6B.DRIFTING, SLIDING AND UNBALANCED SNOW - GROUND SNOW LOAD = 75 PSF - SNOW EXPOSURE FACTOR Ce = 1.2 - SNOW LOAD IMPORTANCE FACTOR Is = 1.0 - FLAT ROOF SNOW LOAD Pf=75 PSF 1. GENERAL: 1A.STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINE INTERSECTIONS UNLESS DIMENSIONED OTHERWISE. 2. USE OF DRAWINGS: 2A.DO NOT SCALE DRAWINGS. 2B.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 3. TEMPORARY CONDITIONS: 3A.THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES. 4. SUBMITTALS AND SUBSTITUTIONS: 4A.SUBMITTALS: REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. - IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE. - CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL - SUBMIT A STATEMENT OF RESPONSIBILITY FOR CONSTRUCTION OF THE LATERAL LOAD RESISTING SYSTEM IDENTIFIED IN THE DESIGN CRITERIA IN ACCORDANCE WITH IBC SECTION 1706 4B.SUBSTITUTIONS: ARCHITECTS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 4C.NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTANCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR. 5. OSHA STANDARDS: 5A.THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS. 6. CONSTRUCTION ENGINEERING: 6A.THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE, BUT IS NOT LIMITED TO: - LAYOUT - DESIGN FOR FORMWORK - DESIGN OF CONCRETE MIXES - ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION - WELD PROCEDURES - DESIGN OF TEMPORARY BRACING OF WALLS FOR WIND, SEISMIC, OR SOIL LOADS - SURVEYING TO VERIFY CONSTRUCTION TOLERANCES - EVALUATION OF TEMPORARY CONSTRUCTION LOADS ON STRUCTURE DUE TO EQUIPMENT AND MATERIALS - STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS 7. COORDINATION: 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 SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. 1. GENERAL: 1A.ALL WORK SHALL CONFORM WITH ACI 301, LATEST EDITION, UNLESS NOTED OTHERWISE IN DRAWINGS OR PROJECT SPECIFICATIONS. 1B.DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP-66: “ACI DETAILING MANUAL” WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI 318: “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.” 2. REINFORCING MATERIALS: 2A.SEE ‘REINFORCING MATERIALS TABLE’ 3. REINFORCING FABRICATION: 3A.SPLICES: - NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS. WHERE PERMITTED, SPLICES MAY BE MADE BY CONTACT LAPS. - SEE DETAILS FOR LAP LENGTHS. 3B.MISCELLANEOUS REINFORCING REQUIREMENTS: - PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. - MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR’S SHOP UNLESS NOTED. - NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, PERFORM WELDING IN ACCORDANCE WITH AWS D1.4, LATEST EDITION. - PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES, AND REENTRANT CORNERS AS NOTED IN TYPICAL DETAILS. 4. STRUCTURAL CONCRETE MIX REQUIREMENTS: 4A.SEE ‘CONCRETE MIX TABLE’ 5. NON-SHRINK GROUT: 5A.CONFORM TO ASTM C1107, GRADES B, OR C. 5B.ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 6. PLACING REINFORCEMENT: 6A.REINFORCEMENT PROTECTION: - SEE ‘CONCRETE COVER TABLE’ - SEE ACI 318-11 7.5 FOR REINFORCEMENT PLACING TOLERANCES AND ACI 117 FOR ADDITIONAL REQUIREMENTS 6B.PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE REINFORCEMENT AT POSITIONS SHOWN ON PLANS. ALL REINFORCING, DOWELS, BOLTS, AND EMBEDDED PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. “STABBING” INTO PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED. CONCRETE MIX TABLE NOTES: PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO: - PROVIDE THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE MIX TABLE. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO NOTED. - PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT UNDER CONDITIONS OF PLACEMENT TO BE EMPLOYED, WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. CONTRACTOR SHALL SELECT APPROPRIATE SLUMP. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. USE TYPE II PORTLAND CEMENT UNLESS NOTED OTHERWISE. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD a. FOR THE MAXIMUM COARSE AGGREGATE SIZE INDICATED, USE THE FOLLOWING AGGREGATE SIZE NUMBERS PER ASTM C33: 3/4”: #67 AGGREGATE b. WHERE AIR CONTENT IS INDICATED IN THE MIX TABLE, PROVIDE AIR ENTRAINING ADMIXTURE. TOTAL AIR CONTENT LIMITS INCLUDE BOTH ENTRAINED AND ENTRAPPED AIR +/- 1 1/2%. AIR CONTENT NOTED IS BASED ON 3/4" AGGREGATE. IF 3/8” AGGREGATE IS USED, INCREASE AIR CONTENT BY 1 1/2%. c. ABBREVIATIONS FOR OTHER REQUIREMENTS AS FOLLOWS: MCI = MAXIMUM CHLORIDE ION LIMITS, 0.15 FOR CONCRETE EXPOSED TO CHLORIDES IN USE. 1. DESIGN CRITERIA: 1A. A GEOTECHNICAL REPORT HAS NOT BEEN PREPARED FOR THIS PROJECT. A GEOTECHNICAL ENGINEER SHALL OBSERVE THE SITE FOUNDATION CONDITIONS AND APPROVE THE ASSUMED DESIGN VALUES FOR EACH SITE PRIOR TO PLACING CONCRETE. 2. FOOTINGS: - MAXIMUM TOTAL LOAD SOIL BEARING PRESSURE ASSUMED FOR DESIGN = 1500 PSF - ULTIMATE COEFFICIENT OF FRICTION ASSUMED FOR DESIGN = 0.3 3. FOUNDATION WALLS: 3A.EQUIVALENT FLUID PRESSURES USED FOR WALL DESIGN: - “AT REST” CONDITION ASSUMED FOR DESIGN = 50 PCF 3B.WALL DESIGN BASED ON ON-SITE GRANULAR FILL ADJACENT TO FOUNDATION WALLS. 1. REQUIRED SUBMITTALS: 1A. THE FOLLOWING SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR APPROVAL: - CONCRETE DESIGN MIXES - REINFORCING SHOP DRAWINGS - STEEL SHOP DRAWINGS 1. LAMINATED MEMBER SIZES: 1A.GLU-LAM SIZES SHOWN ARE NET. OTHER MEMBER SIZES ARE NOMINAL. WESTERN RED CEDAR WITH MINIMUM DESIGN VALUES BASED ON THE 2005 NDS. SEE ‘FRAMING LUMBER TABLE’ FOR MINIMUM GRADES. 2. FRAMING LUMBER: 2A.DRY (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION), WESTERN RED CEDAR WITH MINIMUM DESIGN VALUES BASED ON THE 2005 NDS. SEE ‘FRAMING LUMBER TABLE’ FOR MINIMUM GRADES. 3. GLUED LAMINATED MEMBERS: 3A.COMBINATION SYMBOL: - 20F-V13 3B.MINIMUM DESIGN VALUES ARE BASED ON THE 2005 NDS. 1. CONNECTIONS: 1A.PROVIDE CONNECTIONS AS SHOWN IN THE DETAILS HEREIN. REFER TO SPECIFICATION FOR ALTERNATIVES AND CONNECTIONS NOT SHOWN. 2. WELDING REQUIREMENTS: 2A.WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS. 2B.MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16” FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 2C.WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 2D.WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 2E.ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. 2F.FIELD WELDING SYMBOLS INDICATE SUGGESTED CONSTRUCTION PROCEDURES. SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2015 MM J O B # : PR I N C I P A L : EO R : PR O J E C T M A N A G E R : DE S I G N E R S : DA T E P R I N T E D : Ma r t i n / M a r t i n , I n c . c o n s i d e r s t h a t d e s i g n d a t a i s o nl y i n i t s f i n a l f o r m o n p l o t t e d d r a w i n g s w i t h o r i g in a l s i g n a t u r e s a n d p r o f e s s i o n a l c e r t i f i c a t i o n b e i n g v i s i b l y p r e s e n t o n t h e d r a w i n g s . D a t a s u p p l i e d v i a c o m p u t e r g e n e r a t e d f o r m a t d o e s n o t c o n t a i n t h i s a pp r o v a l o r c e r t i f i c a t i o n . T h e r e c e i v e r o f e l e c t r o n i ca l l y t r a n s m i t t e d d r a w i n g s i s r e s p o n s i b l e f o r v e r i f yi n g t h e i n f o r m a t i o n c o n t a i n e d w i t h i n t h e e l e c t r o n i c d a t a a g a i n s t t h e r e c o r d e d o r a p p r o v e d d o c u m e n t s . Th e u s e o f e l e c t r o n i c a l l y t r a n s m i t t e d d r a w i n g s i s c on s i d e r e d t o b e a t y o u r o w n r i s k . M a r t i n / M a r t i n , I n c. a s s u m e s n o r e s p o n s i b i l i t y f o r a n y c l a i m s o r d a m a ge s r e s u l t i n g f r o m y o u r u s e o f t h i s i n f o r m a t i o n . E l ec t r o n i c i n f o r m a t i o n i s p r o v i d e d f o r t h e c o n v e n i e n c e o f t h e r e c i p i e n t o n l y . T h e r e c i p i e n t o f t h i s f i l e a g r e e s t h a t t h e i n f o r m a t i o n m a y n o t b e t r a n s f e r r e d t o a n y o t h e r p a r t y . PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PERMIT 12/11/15 12 / 1 8 / 2 0 1 5 1 1 : 5 7 : 0 1 A M P: \ M 1 5 . 1 0 7 0 - A v o n B u s S h e l t e r \ B I M \ M 1 5 . 1 0 7 0 - A V O N B U S SH E L T E R - R 1 5 . r v t S-1 Av o n B u s S h e l t e r GENERAL NOTES AV O N , C O L O R A D O En t e r D e s i g n e r ' s N a m e H e r e SJ M PDM1 5 . 1 0 7 0 M15.1070 12/11/15 GENERAL NOTES DESIGN CRITERIA GRAVITY LOADS TABLE LOCATION SUPERIMPOSED DEAD LOAD (PSF)LIVE LOAD (PSF) LIVE LOAD REDUCTION POINT LOAD (LB) ROOF -- 75 MIN UNIFORM LOAD No -- SLAB-ON-GRADE -- 100 No 2000 Sheet List Sheet Number Sheet Name S-1 GENERAL NOTES S-2 QUALITY ASSURANCE NOTES S-3 PLANS S-4 DETAILS SHEET LIST 3D OVERVIEW CONCRETE NOTES CONCRETE MIX TABLE CO N C M I X T Y P E INTENDED USE 28 D A Y S T R E N G T H , f ' c ( K S I ) CO N C R E T E W E I G H T MA X W / C R A T I O , I N C L U D I N G F L Y A S H MA X A G G R E G A T E S I Z E ( I N ) , N O T E a TO T A L A I R C O N T E N T ( % ) , N O T E b OT H E R R E Q U I R E M E N T S , N O T E c 1 FOOTINGS / SLAB-ON-GRADE 4.5 NWC 0.45 3/4 6 MCI REINFORCING MATERIAL TABLE REINF ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS TYP REINFORCING A615 60 90 -- WELDED & FIELD BENT REINF A706 60 80 -- WELDED WIRE REINFORCING, PLAIN A497 70 80 -- FOUNDATION NOTES WOOD NOTES SUBMITTALS TYPE OF USE FRAMING LUMBER SCHEDULE GRADE GLU-LAM BEAMS (CEDAR) -- Fb (PSI) Fv (PSI) E (PSI) 2000 265 1,500,000 STEEL MATERIAL TABLE STEEL ELEMENT ASTM/TYPE Fy (KSI) Fu (KSI)COMMENTS ANCHOR RODS F1554 GR 55 55 75 WELDABLE, HEAVY HEX HEADED ANCHOR RODS IN MASONRY F1554 GR 36, F1554 GR 55, OR A307 GRADE A/C 36 58 WELDABLE, STD HEX HEAD BOLTS A325 OR F1852 -- 120 BOLTS ARE 3/4"Ø UNO, USE TENSION-CONTROLLED WHERE POSSIBLE OTHER SHAPES A36 36 58 -- PIPE A53 GR B 35 60 -- PLATES A36 36 58 -- RECT HSS A500 GR C 50 62 -- ROUND HSS A500 GR C 46 62 -- WELDING ELECTRODES, THICKNESS OF THINNER PART > 0.1 INCHES (12 GA) E70 PER AWS WF, WT A992 50 65 -- STEEL NOTES 04/08/2026 ITEM FREQUENCY STANDARD REINFORCING STEEL, BOLTS AND EMBEDMENTS CRITERIA - WELDING -- PER STRUCTURAL STEEL TESTING-- CONCRETE - AIR CONTENT WHEN AIR ENTRAINMENT IS SPECIFIED AND LIGHTWEIGHT CONCRETE EACH COMPOSITE SAMPLE --ASTM C231 PRESSURE METHOD (NWC) OR ASTM C173 VOLUMETRIC METHOD (LWC) STRUCTURAL CONCRETE TESTING - COMPOSITE SAMPLE OBTAIN AT POINT OF PLACEMENT. FOR DRILLED PIERS OBTAIN NEAR BEGINNING OF LOAD PRIOR TO PLACEMENT IN SHAFT. ADJUST FREQUENCY AS REQUIRED TO PROVIDE MINIMUM 5 TOTAL TESTS PER MIX BUT NOT MORE THAN ONE SAMPLE PER TRUCK LOAD. ASTM C172 - SLUMP/SLUMP FLOW EACH COMPOSITE SAMPLE SPECIFIED SLUMP SHALL BE AS SUMBITTED IN THE MIX DESIGN ± 1 1/2". PERFORM ADDITIONAL TESTS WHEN CONCRETE CONSISTENCY APPEARS TO CHANGE. ASTM C143 (SLUMP) 1. f'c < 5000 PSI 100 CY/MIX/DAY - TEMPERATURE EACH COMPOSITE SAMPLE AND 60 MINUTE INTERVALS REQUIRED WHEN AIR TEMPERATURE IS 40 °F AND BELOW OR 80°F AND ABOVE. ASTM C1064 - COLD WEATHER CURING -- RECORD MAXIMUM AND MINIMUM CONCRETE TEMPERATURE DURING CURING PERIOD, WHEN DAILY AVERAGE AIR TEMPERATURE OF 40 °F OR BELOW IS EXPECTED FOR 3 SUCCESSIVE DAYS DURING CURING PERIOD. ASTM C1074 - COMPRESSIVE STRENGTH EACH COMPOSITE SAMPLE TEST ONE CYLINDER SPECIMEN AT 7 DAYS AND TWO CYLINDER SPECIMENS AT 28 DAYS. IF DESIGN STRENGTH IS NOT ACHIEVED AT 28 DAYS, TEST REMAINING CYLINDER AT 56 DAYS. ACCEPTANCE CRITERIA PER ACI 318. ASTM C31 (6x12 SPECIMENS) AND ASTM C39 STRUCTURAL CONCRETE TESTING NOTES: 1. NONDESTRUCTIVE TESTING MAY BE PERMITTED BY THE ARCHITECT, BUT WILL NOT BE USED AS SOLE BASIS FOR APPROVAL OR REJECTION OF DEFICIENT CONCRETE. 2. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL CONTAIN THE FOLLOWING INFORMATION: DATE OF CONCRETE PLACEMENT, LOCATION OF CONCRETE BATCH IN WORK, DESIGN 28-DAY COMPRESSIVE STRENGTH, CONCRETE SUPPLIER AND MIXTURE ID NUMBER, TIME OF BATCH AND PLACEMENT, AMBIENT AIR TEMPERATURE, SITE ADDED WATER AND ADMIXTURES, UNIT WEIGHT, AND AS REQUIRED BY ASTM C39. STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING QUALITY ASSURANCE GENERAL NOTES 1.GENERAL: 1A.SCOPE OF WORK -THE OWNER WILL ENGAGE A QUALIFIED INSPECTION AND TESTING AGENCY(S) TO PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. -SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC 2009 SECTION 110. -REFER TO THE SPECIFICATIONS FOR REPORTING AND PROCEDURAL REQUIREMENTS FOR QUALITY ASSURANCE AND QUALITY CONTROL. -REFER TO ARCH/MECH/ELEC/CIVIL SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL SPECIAL INSPECTION AND TESTING THAT MAY BE REQUIRED. -SPECIAL INSPECTIONS AND TESTING ARE APPLICABLE TO ALL REVISIONS AND/OR FUTURE WORK ADDED BY AMENDMENTS TO THESE DOCUMENTS. 1B.DEFINITIONS -SPECIAL INSPECTOR: THE AGENCY ENGAGED BY THE OWNER AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO ACT AS THE DESIGNATED REPRESENTATIVE TO PERFORM INSPECTIONS. -SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORDING TO IBC 2009 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. -(P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. -(C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK. 1C.DEFICIENCIES IN WORK -CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS AND REFERENCED STANDARDS. -ALL COST OF ADDITIONAL TESTING AND/OR INSPECTIONS FOR CORRECTIVE WORK SHALL BE BORNE BY THE CONTRACTOR. 2.SHOP FABRICATIONS: 2A.GENERAL -PERFORM INSPECTIONS AND TESTING FOR ALL SHOP FABRICATED STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN. SPECIAL INSPECTOR SHALL PERFORM SPECIAL INSPECTIONS AND TESTING UNLESS THE FABRICATOR IS REGISTERED AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION OR FABRICATION HAS A CURRENT ICC-ES EVALUATION REPORT. -SPECIAL INSPECTOR SHALL VERIFY THE FABRICATOR MAINTAINS AND FOLLOWS DETAILED SHOP FABRICATION AND QUALITY CONTROL PROCEDURES, UNLESS FABRICATOR IS REGISTERED AND 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 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 AMERICAN SOCIETY FOR NONDESTRUCTIVE TESTING (ASNT) SNT-TC-1A OR ASNT CP-189. 2B.SHOP FABRICATIONS INCLUDED -SHOP FABRICATED STRUCTURAL STEEL SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2015 MM J O B # : PR I N C I P A L : EO R : PR O J E C T M A N A G E R : DE S I G N E R S : DA T E P R I N T E D : Ma r t i n / M a r t i n , I n c . c o n s i d e r s t h a t d e s i g n d a t a i s o nl y i n i t s f i n a l f o r m o n p l o t t e d d r a w i n g s w i t h o r i g in a l s i g n a t u r e s a n d p r o f e s s i o n a l c e r t i f i c a t i o n b e i n g v i s i b l y p r e s e n t o n t h e d r a w i n g s . D a t a s u p p l i e d v i a c o m p u t e r g e n e r a t e d f o r m a t d o e s n o t c o n t a i n t h i s a pp r o v a l o r c e r t i f i c a t i o n . T h e r e c e i v e r o f e l e c t r o n i ca l l y t r a n s m i t t e d d r a w i n g s i s r e s p o n s i b l e f o r v e r i f yi n g t h e i n f o r m a t i o n c o n t a i n e d w i t h i n t h e e l e c t r o n i c d a t a a g a i n s t t h e r e c o r d e d o r a p p r o v e d d o c u m e n t s . Th e u s e o f e l e c t r o n i c a l l y t r a n s m i t t e d d r a w i n g s i s c on s i d e r e d t o b e a t y o u r o w n r i s k . M a r t i n / M a r t i n , I n c. a s s u m e s n o r e s p o n s i b i l i t y f o r a n y c l a i m s o r d a m a ge s r e s u l t i n g f r o m y o u r u s e o f t h i s i n f o r m a t i o n . E l ec t r o n i c i n f o r m a t i o n i s p r o v i d e d f o r t h e c o n v e n i e n c e o f t h e r e c i p i e n t o n l y . T h e r e c i p i e n t o f t h i s f i l e a g r e e s t h a t t h e i n f o r m a t i o n m a y n o t b e t r a n s f e r r e d t o a n y o t h e r p a r t y . PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PERMIT 12/11/15 12 / 1 8 / 2 0 1 5 1 1 : 5 7 : 0 3 A M P: \ M 1 5 . 1 0 7 0 - A v o n B u s S h e l t e r \ B I M \ M 1 5 . 1 0 7 0 - A V O N B U S SH E L T E R - R 1 5 . r v t S-2 Av o n B u s S h e l t e r QUALITY ASSURANCE NOTES AV O N , C O L O R A D O En t e r D e s i g n e r ' s N a m e H e r e SJ M PDM1 5 . 1 0 7 0 M15.1070 12/10/15 STRUCTURAL STEEL INSPECTIONS ITEM INSPECTION TASK STANDARD CRITERIA/REMARKS PRIOR TO FABRICATION OR ERECTION PERFORM AISC 360, CHAPTER N REVIEW MATERIAL TEST REPORTS AND CERTIFICATIONS FOR STRUCTURAL STEEL, FASTENERS, ANCHR RODS, HEADED STUD ANCHORS PRIOR TO WELDING REVIEW MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AND WELDING PROCEDURE SPECIFICATIONS PERFORM AISC 360, CHAPTER N FIT UP OF WELDS, INCLUDING JOINT GEOMETRY, AND CONFIGURATIONS AND FINISH OF ACCESS HOLES OBSERVE AISC 360, CHAPTER N MATERIAL IDENTIFICATION OBSERVE AISC 360, CHAPTER N WELDER IDENTIFICATION SYSTEM OBSERVE AISC 360, CHAPTER N DURING WELDING USE OF QUALIFIED WELDERS OBSERVE AISC 360, CHAPTER N CONTROL AND HANDLING OF WELDING CONSUMABLES OBSERVE AISC 360, CHAPTER N NO WELDING OVER CRACKED TACK WELDS OBSERVE AISC 360, CHAPTER N ENVIRONMENTAL CONDITIONS, AND WPS FOLLOWED OBSERVE AISC 360, CHAPTER N WELDING TECHNIQUES - SINGLE PASS WELDS OBSERVE AISC 360, CHAPTER N AFTER WELDING WELDS CLEANED OBSERVE AISC 360, CHAPTER N SIZE, LENGTH, AND LOCATION OF WELDS PERFORM AISC 360, CHAPTER N WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM AISC 360, CHAPTER N, AWS D1.1 WHERE INSPECTOR OBSERVES QUESTIONABLE WELDS, NON-DESTRUCTIVE TESTING SHALL BE PERFORMED ARC STRIKES PERFORM AISC 360, CHAPTER N REPAIR ACTIVITIES PERFORM AISC 360, CHAPTER N 04/08/2026 HSS4x4x1/4 HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4 HSS4x4x1/4 6"4'-10"4'-10"6" 6" 3' - 3 " 6" 10'-8" 4' - 3 " 7 S-4 10 S-4 S-4 9 TYP S-4 8 TYP HSS5x2x1/4 HSS4x2x1/4 HSS4x2x1/4 HSS4x2x1/4 HSS5x2x1/4 HSS5x2x1/4 HSS4x2x1/4 HSS4x2x1/4 HSS4x2x1/4 HSS5x2x1/4 HS S 5 x 3 x 1 / 4 ( 10 7 ' - 5 " ) HSS5x3x1/4 ( 107' - 5" )HSS5x3x1/4 ( 107' - 5" ) HS S 5 x 3 x 1 / 4 ( 10 7 ' - 5 " ) HSS5x3x3/8 ( 108' - 8" ) 1 S-4 2 S-4 4 S-4 4 S-4 6 S-4 HS S 5 x 5 x 1 / 4 ( C U R V E D ) HS S 5 x 5 x 1 / 4 ( C U R V E D ) HS S 5 x 5 x 1 / 4 ( C U R V E D ) HS S 5 x 3 x 1 / 4 ( 10 1 ' - 7 " ) HSS5x3x1/4 ( 101' - 7" ) HSS5x3x1/4 ( 101' - 7" ) HS S 5 x 3 x 1 / 4 ( 10 1 ' - 7 " ) HS S 5 x 3 x 1 / 4 ( 10 3 ' - 1 1 " ) HSS5x3x1/4 ( 103' - 11" ) HSS5x3x1/4 ( 103' - 11" ) HS S 5 x 3 x 1 / 4 ( 10 3 ' - 1 1 " ) 3 S-4 TYP SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2015 MM J O B # : PR I N C I P A L : EO R : PR O J E C T M A N A G E R : DE S I G N E R S : DA T E P R I N T E D : Ma r t i n / M a r t i n , I n c . c o n s i d e r s t h a t d e s i g n d a t a i s o nl y i n i t s f i n a l f o r m o n p l o t t e d d r a w i n g s w i t h o r i g in a l s i g n a t u r e s a n d p r o f e s s i o n a l c e r t i f i c a t i o n b e i n g v i s i b l y p r e s e n t o n t h e d r a w i n g s . D a t a s u p p l i e d v i a c o m p u t e r g e n e r a t e d f o r m a t d o e s n o t c o n t a i n t h i s a pp r o v a l o r c e r t i f i c a t i o n . T h e r e c e i v e r o f e l e c t r o n i ca l l y t r a n s m i t t e d d r a w i n g s i s r e s p o n s i b l e f o r v e r i f yi n g t h e i n f o r m a t i o n c o n t a i n e d w i t h i n t h e e l e c t r o n i c d a t a a g a i n s t t h e r e c o r d e d o r a p p r o v e d d o c u m e n t s . Th e u s e o f e l e c t r o n i c a l l y t r a n s m i t t e d d r a w i n g s i s c on s i d e r e d t o b e a t y o u r o w n r i s k . M a r t i n / M a r t i n , I n c. a s s u m e s n o r e s p o n s i b i l i t y f o r a n y c l a i m s o r d a m a ge s r e s u l t i n g f r o m y o u r u s e o f t h i s i n f o r m a t i o n . E l ec t r o n i c i n f o r m a t i o n i s p r o v i d e d f o r t h e c o n v e n i e n c e o f t h e r e c i p i e n t o n l y . T h e r e c i p i e n t o f t h i s f i l e a g r e e s t h a t t h e i n f o r m a t i o n m a y n o t b e t r a n s f e r r e d t o a n y o t h e r p a r t y . PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PERMIT 12/11/15 12 / 1 8 / 2 0 1 5 1 1 : 5 7 : 0 6 A M P: \ M 1 5 . 1 0 7 0 - A v o n B u s S h e l t e r \ B I M \ M 1 5 . 1 0 7 0 - A V O N B U S SH E L T E R - R 1 5 . r v t S-3 Av o n B u s S h e l t e r PLANS AV O N , C O L O R A D O En t e r D e s i g n e r ' s N a m e H e r e SJ M PDM1 5 . 1 0 7 0 M15.1070 12/10/15 1/2" = 1'-0" FOUNDATION PLAN1 1/2" = 1'-0" ROOF PLAN3 1/2" = 1'-0" GIRT PLAN2 04/08/2026 A A A A SEE ARCH 1/4 1/4 1/4" CAP PLATE ON RAFTER 1/4 3 SIDES SEAL CORRUGATED METAL DECK SEE ARCH T&B 1/4SEAL NOTE: 1. ALL WELDS AT HSS MEMBERS SHALL BE SEAL WELDED ALL AROUND SEE FOR ADDITIONAL REQUIREMENTSS-4 1 SEE ARCH 1/4" CAP PLATE ON RAFTER 1/4 1/4 MTL ROOF. SEE ARCH 1/4 3 SIDES SEAL 3 S-4#5xCONT @ 12" OC EW HOOK EA END LAP SPLICE 3'-0" 3" C L R 2" C L R 1/ 2 " N S G R O U T 8 S-4 GEOTECHNICAL ENGINEER SHALL VERIFY ADEQUATE BEARING CONDITIONS THAT MEET OR EXCEED THE ASSUMED DESIGN VALUES SHOWN IN THE GENERAL NOTES. 6" 1' - 6 " M I N 1'-6" (2) #4 LONG 3 S-4 6" 3" CLR PL3/8x3 CONT #12 @18" OC SCREWS (3) SIDES SEE FOR ADDITIONAL REQUIREMENTS S-4 7 4"4" TYP 1 1/2" PL 3/8x8x8 W/ (4) #12 SCREWS HSS4x3x1/4 3 1/8"x16 1/2" GLULAM HORIZ 6" 3/16 3/16 3/16 2" 2" 2" 3" 1 1/2"1 1/2" PL 3/4 PL WASHER 1/4x1 1/2x1 1/2 W/ STD HOLE (4) 1/2" Ø F1554 Gr. 36 ANCHOR RODS W/ 1'-0" EMBEDMENT IN CONC 1/4 10" TY P 2" TY P 2" TY P 2" 3"TYP 1 1/2" TYP 1 1/2" PL 3/4 PL WASHER 1/4x1 1/2x1 1/2 W/ STD HOLE (4) 1/2" Ø F1554 Gr. 36 ANCHOR RODS W/ 1'-0" EMBEDMENT IN CONC 1/4 TYP 1" 3/16 SEAL COMPOSITE DECKING SEE ARCH CURVED PL1/4x2 SEE FOR ADDITIONAL REQUIREMENTSS-4 2 SEE ARCH HSS4x2x1/4 3/16 TYP SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2015 MM J O B # : PR I N C I P A L : EO R : PR O J E C T M A N A G E R : DE S I G N E R S : DA T E P R I N T E D : Ma r t i n / M a r t i n , I n c . c o n s i d e r s t h a t d e s i g n d a t a i s o nl y i n i t s f i n a l f o r m o n p l o t t e d d r a w i n g s w i t h o r i g in a l s i g n a t u r e s a n d p r o f e s s i o n a l c e r t i f i c a t i o n b e i n g v i s i b l y p r e s e n t o n t h e d r a w i n g s . D a t a s u p p l i e d v i a c o m p u t e r g e n e r a t e d f o r m a t d o e s n o t c o n t a i n t h i s a pp r o v a l o r c e r t i f i c a t i o n . T h e r e c e i v e r o f e l e c t r o n i ca l l y t r a n s m i t t e d d r a w i n g s i s r e s p o n s i b l e f o r v e r i f yi n g t h e i n f o r m a t i o n c o n t a i n e d w i t h i n t h e e l e c t r o n i c d a t a a g a i n s t t h e r e c o r d e d o r a p p r o v e d d o c u m e n t s . Th e u s e o f e l e c t r o n i c a l l y t r a n s m i t t e d d r a w i n g s i s c on s i d e r e d t o b e a t y o u r o w n r i s k . M a r t i n / M a r t i n , I n c. a s s u m e s n o r e s p o n s i b i l i t y f o r a n y c l a i m s o r d a m a ge s r e s u l t i n g f r o m y o u r u s e o f t h i s i n f o r m a t i o n . E l ec t r o n i c i n f o r m a t i o n i s p r o v i d e d f o r t h e c o n v e n i e n c e o f t h e r e c i p i e n t o n l y . T h e r e c i p i e n t o f t h i s f i l e a g r e e s t h a t t h e i n f o r m a t i o n m a y n o t b e t r a n s f e r r e d t o a n y o t h e r p a r t y . PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PERMIT 12/11/15 12 / 1 8 / 2 0 1 5 1 1 : 5 7 : 0 8 A M P: \ M 1 5 . 1 0 7 0 - A v o n B u s S h e l t e r \ B I M \ M 1 5 . 1 0 7 0 - A V O N B U S SH E L T E R - R 1 5 . r v t S-4 Av o n B u s S h e l t e r DETAILS AV O N , C O L O R A D O En t e r D e s i g n e r ' s N a m e H e r e SJ M PDM1 5 . 1 0 7 0 M15.1070 12/11/15 1 1/2" = 1'-0"1 TYP OVERHANG AT LOW END 1 1/2" = 1'-0"2 TYP OVERHANG AT HIGH END 1 1/2" = 1'-0"3 COL TO GIRT CONN 1 1/2" = 1'-0"4 ROOF EDGE 1" = 1'-0"7 FND WALL AND COL BASE PL 1 1/2" = 1'-0"10 BENCH CONN TO CONC 3" = 1'-0"8 COL BASE PL AT EDGE 3" = 1'-0"9 COL BASE PL AT CORNER 1 1/2" = 1'-0"5 CEILING SUPPORT 1 1/2" = 1'-0"6 RAFTER SUPPORT AT HIGH BEAM 04/08/2026 B BBB T / R B BBB T / R POC SEE SHEET C-201 FOR DETAILED GRADING PLAN SEE SHEET C-202 FOR DETAILED GRADING PLAN SEE SHEET C-203 FOR DETAILED GRADING PLAN Co p y r i g h t © 2 0 2 4 b y Z e h r e n & A s s o c i a t e s I n c . 811 05/28/25 PERMIT RESPONSE C-203 203 C-202 202 C-201 201 SKETCH CONCRETE SIDEWALK (5 INCH) -8/<26 "FOR GENERAL REFERENCE ONLY" 64 SY CONCRETE SIDEWALK (5 INCH) WEST OF BUS STOP 205 SY CONCRETE SIDEWALK (5 INCH) EAST OF BUS STOP ADD-1-Sketch_ERVC - Town of Avon Bus Stop Site Coordination - 04-29-26-working copyx.pdf 1 6/19/2026 1:06:53 PM 11 CY AGGREGATE BASE COURSE (CLASS 6) 34 CY AGGREGATE BASE COURSE (CLASS 6) Sketch-Concrete-Sidewalk-(5-Inch)_ERVC - TOA Bus Stop Site Coord_July 26.pdf 1 Sk e t c h - C o n c r e t e - S i d e w a l k - ( 5 - I n c h ) _ E R V C - T O A B u s S t o p S i t e C o o r d _ J u l y 2 6 . p d f 1 7/10/2026 9:32:04 AM 7/ 1 0 / 2 0 2 6 9 : 3 2 : 0 4 A M 75 2 0 751 7 751 8 75 1 9 75 2 1 751 8 75 1 8 7518 75 1 0 7515 7508 7509 7511 751 2 7513 7514 7516 7517 7518 75 1 5 751 4 7516 7517 7518 7519 75 1 0 75 1 5 75 0 8 75 0 9 75 1 1 75 1 2 75 1 3 75 1 4 75 1 6 751 7 7520 7519 Co p y r i g h t © 2 0 2 4 b y Z e h r e n & A s s o c i a t e s I n c . 811 POC Co p y r i g h t © 2 0 2 4 b y Z e h r e n & A s s o c i a t e s I n c . 811 250314 ERVC Issue D - Permit Set Sheet Drawings.pdf 13 7/15/2026 4:53:15 PM POC Co p y r i g h t © 2 0 2 4 b y Z e h r e n & A s s o c i a t e s I n c . 811 250314 ERVC Issue D - Permit Set Sheet Drawings.pdf 14 7/15/2026 4:53:18 PM Co p y r i g h t © 2 0 2 4 b y Z e h r e n & A s s o c i a t e s I n c . 811 250314 ERVC Issue D - Permit Set Sheet Drawings.pdf 30 7/15/2026 4:53:23 PM Co p y r i g h t © 2 0 2 4 b y Z e h r e n & A s s o c i a t e s I n c . N.T.S. 1 C-801 250314 ERVC Issue D - Permit Set Sheet Drawings.pdf 32 7/15/2026 4:53:28 PM Xref Z:\2023\232997\IV. Current Documents\01. Drawings\01. Current Architecture\2997 FP01.dwg T / R R R RR R R R R R CONTROLLER 120 VAC POWER REQUIRED POC EXISTING TOWN NON-POTABLE SYSTEM MAINLINE STUB. PRESSURE REQUIRED: 70 PSI PEAK FLOW: 13 GPM A GND GND GND 2 1 H3 H3 H2 H2 H3 H3 H4 H4 H3 H3 H3 H2 H3 H3 H3 18 1818 1818 1818 18 1.5 3.0 3.0 2.0 2.03.0 3.0 3.0 24 24 18 18 24 24 18 ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ 18 18 18 18 18 18 24 24 24 24 24 24 24 24 24 24 24 H4 24 24 24 24 24 24 24 24 24 24 24 24 24 24 ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ ADJ 3 3 1.5 1.5 1.5 1.5 3.0 3.0 3.0 3.0 H3 H1 H4 24 24 18 24 24 24 24 24 18 18 18 18 18 18 18 18 18 18 18 18 18 18 ADJ ADJ ADJ ADJ 2.0 2.0 4.0 4.0 2.0 2.0 4.0 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 18 ADJ ADJ ADJ 3 3 H1 H1 H1 24 H1 H4 H3 H1 H2 H2 4 4 4 4 4 4 4 A1 - 1" A2 - 1" A3 - 1" A4 - 1" A5 - 1" A6 - 1" A7 - 1" A8 - 1" A9 - 1" A10 - 1" A11 - 1" A12 - 1" A13 - 1" A14 - 1" A15 - 1" A16 - 1" A17 - 1" A18 - 1" A19 - 1" A20 - 1" A21 - 1" A22 - 1" A23 - 1" A24 - 1" A25 - 1" A26 - 1" A27 - 1" A28 - 1" A29 - 1" A30 - 1" A31 - 1" A32 - 1" A33 - 1" A34 - 1" NORTH IRRIGATION LEGEND POINT-OF-CONNECTION ASSEMBLY:EXISTING NON-POTABLE INFRASTRUCTURE WATER METER AND CURB STOP ASSEMBLY:M PER TOWN STANDARDS MAINLINE PIPE:PURPLE NON-POTABLE CLASS 200 PVC X-INCH SIZE UNLESS OTHERWISE INDICATED FLOW SENSOR ASSEMBLY:F FLOW SENSOR ASSEMBLY:F RAIN BIRD UFS100 W/LXIVMSEN DECODER CABLE FUSE DEVICE (DCFD) WITH LIGHTNING PROTECTION: PAIGE P7407DS2S1S3 MASTER VALVE ASSEMBLY:RAIN BIRD PE-IVM (1") GROUNDING AND SURGE ARRESTOR ASSEMBLY:GND RAIN BIRD IVM-SD REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS: RAIN BIRD PE-IVM (SIZED PER PLAN) REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-100-IVM POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): 24 RAIN BIRD 1806-S-P45 W/RVAN24 SERIES NOZZLE 45 PSI 17 FEET TO 24 FEET Q-0.92 H-1.84 F-3.67 LST RST SST POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): RAIN BIRD 1806-S-P45 W/RVAN STRIP SERIES NOZZLE 45 PSI ADJUSTABLE RECTANGULAR SPRAY SST-5'x30' 0.48 LCS/RCS 5'x15' 0.24 POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): 18 RAIN BIRD 1806-S-P45 W/RVAN18 SERIES NOZZLE 45 PSI 13 FEET TO 18 FEET Q-0.50 H-1.02 F-1.85 POP-UP ROTATING SPRAY SPRINKLER: PRESSURE: RADIUS: FLOW (GPM): ADJ RAIN BIRD 1806-S-P45 W/RVAN14 SERIES NOZZLE 45 PSI 8 FEET TO 14 FEET Q-0.32 H-0.63 F-1.27 IRRIGATION CONTROLLER UNIT: RAIN BIRD ESPLXIVMP WITHA IQ4 CELL CARTRIDGE RAIN BIED ESPLXIVM-LXMMSS QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5NP ISOLATION GATE VALVE ASSEMBLY:MATCO 514 WEATHER SENSOR:RAIN BIRD WR2 RAIN FREEZE SENSOR TREE BUBBLER ASSEMBLY: PRESSURE: FLOW (GPM): TWO (2) RAIN BIRD 1404 BUBBLERS 30 PSI 0.50 PER BUBBLER; 1.00 PER ASSEMBLY FLUSH CAP ASSEMBLY WITH DRIP INDICATOR SLEEVES:CLASS 200 PVC LATERAL PIPE TO DRIP EMITTERS: 3/4-INCH SIZE UNLESS OTHERWISE INDICATED, ROUTING IS DIAGRAMMATIC UV RADIATION RESISTANT POLYETHYLENE LATERAL PIPE TO SPRINKLERS: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC (PURPLE PIPE) A1141" INDICATES LATERAL DISCHARGE (GPM) INDICATES VALVE SIZE (INCHES) INDICATES CONTROLLER AND STATION NUMBER INDICATES LANDSCAPE APPLICATIONTurf UNCONNECTED PIPE CROSSING LATERAL PIPE TO TREE EMITTERS: 1-INCH SIZE UNLESS OTHERWISE INDICATED CLASS 200 PVC (PURPLE PIPE) POP-UP GEAR DRIVEN ROTORS: PRESSURE: NOZZLE RADIUS FLOW RAIN BIRD 5006-SAM-R 45 PSI 1.5 1.5 35' 1.54 GPM 2.0 2.0 37' 2.07 GPM 2.5 2.5 37' 2.51 GPM 3.0 3.0 39' 3.09 GPM 4.0 4.0 42' 4.01 GPM 5.0 5.0 43' 5.09 GPM 6.0 6.0 44' 6.01 GPM 8.0 8.0 44' 8.01 GPM IRRIGATION CONTROL WIRESC IN CONDUIT OR WITH WARNING TAPE THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL MASTER VALVE AND FLOW SENSOR ASSEMBLY AS INDICATED. VERIFY EXACT LOCATION OF POC WITH OWNER'S REPRESENTATIVE. WALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS, NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE APPROVED BY OWNER'S REPRESENTATIVE. EXISTING IRRIGATION SERVING EXISTING TREES TO REMAIN OPERATIONAL AND BE PRESERVED. IRRIGATION LATERAL LINES AND ROTOR/SPRAY HEADS TO BE PLACED ON GRADE FOR DESIGNATED IRRIGATION ZONE. CONSTRUCTION NOTES 1 2 3 4 EAST BEAVER CREEK BLVD UNION P A C I F I C R A I L R O A D PO S T B L V D ERVCHILDCAR E Co p y r i g h t © 2 0 2 4 b y Z e h r e n & A s s o c i a t e s I n c . 250314 ERVC Issue D - Permit Set Sheet Drawings.pdf 53 7/15/2026 4:53:29 PM T / R AA (E) AA AAAAAA AA AA AA (E)(E) (E) (E) (E) (E) (E) PANEL M TJ IRRIGATION PANEL EBC-SW REVIEW AND CONFIRM LOCATION OF UTILITY TRANSFORMER, METER AND PANEL PRIOR TO FINAL PRICING. EBC-SW-15 J J PROVIDE INGRADE JBOX. EXTEND POLE AND RECEPTACLE CIRCUIT AND LABEL. PROVIDE AN ADDITIONAL 2(PULLWIRE & TRACER WIRE)1"C HOMERUN TO PANEL EBC-SW FOR FUTURE PROVIDE INGRADE JBOX. EXTEND POLE AND RECEPTACLE CIRCUIT AND LABEL. PROVIDE AN ADDITIONAL (PULLWIRE & TRACER WIRE)1"C HOMERUN TO PANEL EBC-SW FOR FUTURE ALIGN FIXTURE AND FIXTURE ORIENTATION WITH FIXTURE ACROSS THE STREET, SPACE LIGHT 6" FROM SIDEWALK. REVIEW IN FIELD LOCATION OF IRRIGATION MAIN IN AREA AND ADJUST POLE BASE LOCATION AS NEEDED. CONFIRM LOCATION WITH OWNER PRIOR TO ROUGHIN. TYPICAL ALL LIGHTS. STUB CIRCUIT TO INGRADE JBOX FOR BUS STOP. PROVIDE (PULLWIRE)2"C SPARE. JEBC-SW-17 EBC-SW-2,4 EBC-SW-1,34 REC PER CIRCUIT POC           NORTH STREET LIGHTING EAST SCALE: 1" = 30'0" of ww w . a e c - v a i l . c o m  PO B o x 8 4 8 9 , 4 0 8 0 1 U S H w y 6 & 2 4 , S t e 2 1 4 , A v o n , C o l o r a d o , 8 1 6 2 0 Me c h a n i c a l , E l e c t r i c a l & L i g h t i n g D e s i g n S e r v i c e s Ar c h i t e c t u r a l E n g i n e e r i n g C o n s u l t a n t s Te l e p h o n e : 9 7 0 - 7 4 8 - 8 5 2 0  Drawn By:Checked By: DATE:ISSUE: AEC PROJECT #: BE A V E R C R E E K B L V D BU S S T O P AV O N , C O L O R A D O 25064 An O f f i c e w i t h L E E D ™ A c c r e d i t e d P r o f e s s i o n a l s 01-14-26 PROGRESS 02/25/26 PERMIT construction-limits_Beaver Creek Bus Stop - AD - Planset - Certified.pdf 13 7/15/2026 11:42:30 AM Town of Avon Beaver Creek Bus Stop February 2026 i TOWN OF AVON BEAVER CREEK BUS STOP SPECIAL PROVISIONS The 2025 Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction controls construction of this project. The following special provisions supplement or modify the Standard Specifications and take precedence over the Standard Specifications and plans. PROJECT SPECIAL PROVISIONS Project Special Provision Date Page # Revision of Section 100 – General Provisions 1 Revision of Section 102 – Project Plans and Other Data February 2026 2 Revision of Section 202 – Removal of Asphalt Mat February 2026 3 Revision of Section 203 – Embankment Material February 2026 4 Revision of Section 304 and 703 – Aggregate Base Course February 2026 5 Revision of Section 403 – Hot Mix Asphalt February 2026 6-8 Revision of Section 622 – Shelter February 2026 9 Revision of Section 623 – Relocate Irrigation Main February 2026 10 Revision of Section 627 – Pavement Marking Paint February 2026 11-18 Traffic Control Plan General February 2026 19 Town of Avon Beaver Creek Bus Stop February 2026 1 | Page 1 REVISION OF SECTION 100 GENERAL PROVISIONS Revise Section 100 of the Standard Specification for this project as follows: All references to the State, the Department, the Engineer, the Chief Engineer, etc. shall be understood to mean the Town of Avon, Colorado or the Town’s designated representative. Town of Avon Beaver Creek Bus Stop February 2026 2 | Page 1 REVISION OF SECTION 102 PROJECT PLANS AND OTHER DATA Revise Section 102 of the Standard Specifications for this project as follows: Subsection 102.05 shall include the following: Supplemental data is provided in Land XML, DGN, and PDF file formats. The supplemental data transmitted consists of: (a) Project Alignments - LandXML file generated of all Proposed Geometry (b) DGN files: (1) 2D Roadway Design File (2) Topography (3) Other Files – As needed per project (c) Town Standards: (1) Avon Shelter – AVC10 (2) Town of Avon Bus Shelters – Avon Colorado Transit Division The Town does not warrant the supplemental data, and this information is not considered to be a part of the Contract. If bidders use or modify the supplemental data in preparing a proposal or planning and prosecuting the work, all associated data is used at their own risk, and bidders are responsible for all conclusions, deductions, and inferences drawn from the original or modified supplemental data. Town of Avon Beaver Creek Bus Stop February 2026 3 | Page 1 REVISION OF SECTION 202 REMOVAL OF ASPHALT MAT Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans or at locations directed by the Town Representative. In subsection 202.02 delete the seventh paragraph and replace with the following: The existing asphalt mat shall be removed in a manner that minimizes contamination of the removed mat with underlying material. The removed mat shall become the property of the Contractor and shall be either disposed of outside the project site or recycled into the hot mix asphalt. Subsection 202.11 shall include the following: The removal of the existing asphalt mat will be measured by the square yard of mat removed to the required depth and accepted. Subsection 202.12 shall include the following: Payment will be made under: Pay Item Pay Unit Removal of Asphalt Mat Square Yard Unless otherwise specified in the Contract, the disposal of the asphalt mat or its use in other locations on the project will not be measured and paid for separatel y but shall be included in the work. Town of Avon Beaver Creek Bus Stop February 2026 4 | Page 1 REVISION OF SECTION 203 EMBANKMENT MATERIAL Revise Section 203 of the Standard Specifications for this project as follows: In subsection 203.03, after the first paragraph add the following: For this project, imported embankment material shall have an R value of at least 40 when tested by the Hveem Stabilometer. Town of Avon Beaver Creek Bus Stop February 2026 5 | Page 1 REVISION OF SECTIONS 304 AND 703 AGGREGATE BASE COURSE Revise Section 304 of the Standard Specifications for this project as follows: Subsection 304.02 shall include the following: Materials for the base course shall be Aggregate Base Course (Class 6) as shown in subsection 703.03 The aggregate base course (Class 6) must meet the gradation requirements and have a resistance value of at least 78 when tested by the Hveem Stabilometer method. Town of Avon Beaver Creek Bus Stop February 2026 6 | Page 1 REVISION OF SECTION 403 HOT MIX ASPHALT Revise Section 403 of the Standard Specifications for this project as follows: Subsection 403.02 shall include the following: The design mix for hot mix asphalt shall conform to the following: Table 403-1 Property Test Method Values for Grading Patching Air Voids, percent at: N (design) CPL 5115 3.5 – 4.5 Lab Compaction (Revolutions): N (design) CPL 5115 75 Stability, minimum CPL 5106 28 Aggregate Retained on the 4.75 mm (No. 4) Sieve for S, SX and SG, and on the 2.36mm (No. 8) Sieve for ST and SF with at least 2 Mechanically Induced fractured faces, % minimum* CP 45 60% Accelerated Moisture Susceptibility Tensile Strength Ratio (Lottman), minimum CPL 5109 Method B 80 Minimum Dry Split Tensile Strength, kPa (psi) CPL 5109 Method B 205 (30) Grade of Asphalt Cement, Top Layer PG58-34 Grade of Asphalt Cement, Layers below Top PG58-34 Voids in the Mineral Aggregate (VMA) % minimum CP 48 See Table 403-2 Voids Filled with Asphalt (VFA), % AI MS-2 65-80 Dust to Asphalt Ratio Fine Gradation Coarse Gradation CP 50 0.6 - 1.2 0.8 – 1.6 Town of Avon Beaver Creek Bus Stop February 2026 7 | Page Note: AI MS-2 = Asphalt Institute Manual Series 2 Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve shall be approached with caution because of constructability problems. Note: Gradations for mixes with a nominal maximum aggregate size of one-inch or larger are considered a coarse gradation if they pass below the maximum density line at the #4 screen. Gradations for mixes with a nominal maximum aggregate size of 3/4” to 3/8” are considered a coarse gradation if they pass below the maximum density line at the #8 screen. Gradations for mixes with a nominal maximum aggregate size of #4 or smaller are considered a coarse gradation if they pass below the maximum density line at the #16 screen. *Fractured face requirements for SF may be waived by RME depending on project conditions. All mix designs shall be run with a gyratory compaction angle of 1.25 degrees and properties must satisfy Table 403-1. Form 43 will establish construction targets for Asphalt Cement and all mix properties at Air Voids up to 1.0 percent below the mix design optimum. CDOT will establish the production asphalt cement and volumetric targets based on the Contractor’s mix design and the relationships shown between the hot mix asphalt mixture volumetric properties and asphalt cement contents on the Form 429. CDOT may select a different AC content other than the one shown at optimum on the Contractor’s mix design in order to establish the production targets as contained on the Form 43. Historically, Air Voids adjustments typically result in asphalt cement increas es from 0.1 to 0.5 percent. Contractors bidding the project should anticipate this change and factor it into their unit price bid. Table 403-2 Minimum Voids in the Mineral Aggregate (VMA) Nominal Maximum Size*, mm (inches) ***Design Air Voids ** 3.5% 4.0% 4.5% 5.0% 37.5 (1½) 11.6 11.7 11.8 N/A 25.0 (1) 12.6 12.7 12.8 N/A 19.0 (¾) 13.6 13.7 13.8 N/A 12.5 (½) 14.6 14.7 14.8 N/A 9.5 (⅜) 15.6 15.7 15.8 N/A 4.75 (No. 4) 16.6 16.7 16.8 16.9 * The Nominal Maximum Size is defined as one sieve larger than the first sieve to retain more than 10%. ** Interpolate specified VMA values for design air voids between those listed. *** Extrapolate specified VMA values for production air voids beyond those listed. The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HMA. This plan shall be submitted to the Engineer and approved before Town of Avon Beaver Creek Bus Stop February 2026 8 | Page beginning the paving operations. When the Engineer determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. The hot mix asphalt shall not contain any reclaimed asphalt pavement. Hot mix asphalt for patching shall conform to the gradation requirements for Hot Mix Asphalt (Grading 75). Delete subsection 403.05 and replace with the following: 403.05 The accepted quantities of hot mix asphalt will be paid for per subsection 401.22, at the contract unit price per ton for the bituminous mixture. Payment will be made under: Pay Item Pay Unit Hot Mix Asphalt (Patching)(Asphalt) Ton Aggregate, asphalt recycling agent, asphalt cement, additives, hydrated lime, and all other work and materials necessary to complete each hot mix asphalt item will not be paid for separately but shall be included in the unit price bid. When the pay item includes the PG binder grade, any change to the submitted mix design optimum asphalt cement content to establish production targets on the Form 43 will not be measured and paid for separately but shall be included in the work. No additional compensation will be considered or paid for any additional asphalt cement, plant modifications and additional personnel required to produce the HMA as a result in a change to the mix design asphalt cement content. Historically, typical asphalt cement increases reflected on the Form 43 are from 0.1 to 0.5 percent. However, the Contractor should anticipate the AC increases typical of his mixes. Contractors bidding the project should anticipate this change and factor it into their unit price bid. When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for per Section 411. Asphalt cement used in Hot Mix Asphalt (Patching) will not be measured and paid for separately but shall be included in the work. Excavation, preparation, and tack coat of areas to be patched will not be measured and paid for separately but shall be included in the work. Town of Avon Beaver Creek Bus Stop February 2026 9 | Page 1 REVISION OF SECTION 622 SHELTER Revise Section 622 of the Standard Specifications for this project as follows: Subsection 622.01 shall include the following: This work consists of procuring and installing a bus shelter on a new foundation as shown in the plans and in accordance with Town of Avon Bus Shelters standard by the Avon Colorado Transit Division. The Bus Shelter shall be the AVC10 as shown in the Avon Bus Shelter Standard. Subsection 622.28 shall include the following: Payment will be made under: Pay Item Pay Unit Shelter Each Shelter shall include all of the Contractor’s costs including but not limited to: excavation; concrete foundation, rebar, Aggregate Base Course, mounting materials, all new materials required by the standards and engineer, including signs walls and other appurtenances, compaction, all items to complete installation and all other materials, labor and equipment required to install the new bus shelte r. Town of Avon Beaver Creek Bus Stop February 2026 10 | Page 1 REVISION OF SECTION 623 RELOCATE IRRIGATION MAIN Revise Section 623 of the Standard Specifications for this project as follows: Subsection 623.01 shall include the following: This work consists of relocating a segment of an existing 4-inch irrigation main outside of the proposed bus stop pavement behind the proposed bus pad. The irrigation main is owned by the Town of Avon and is understood to be located within 18-inches from the existing back of curb at an approximate depth of 4 feet. The irrigation main shall be relocated outside the proposed bus pad area within existing right-of-way or easement at a similar horizontal offset and vertical depth as the existing main in accordance with current local standards and codes. The Contractor shall establish exact locations of all irrigation equipment needed to fit field conditions and meet current local standards and codes. Shop drawings must be submitted by the Contractor and approved by the Engineer prior to equipment procurement and installation. Subsection 623.33 shall include the following: Payment will be made under: Pay Item Pay Unit Relocate Irrigation Main LS Relocate Irrigation Main shall include all of the Contractor’s costs to relocate the irrigation main including but not limited to: potholing, structure excavation and backfill, including compaction, pipe, and any other consequential items such as kick blocks, unions, fittings, filter fabric, valve access sleeves, valve boxes, piping, and wire inside boxes, keys, aggregate vacuum breakers, backflow preventers, strainers, elbows, sprinklers, etc. required by the standards and the Engineer and all other materials, labor and equipment including inspection, testing and approval required to install the relocated irrigation main. Town of Avon Beaver Creek Bus Stop February 2026 11 | Page 1 SECTION 627 PAVEMENT MARKING Revise Section 627 by removing and replacing the existing Section 627 of the Standard Specifications with the following: Description 627.01 This work consists of furnishing and applying pavement marking, and furnishing, installing, and removing temporary pavement marking per these specifications, the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), the Colorado supplement thereto, and in conformity to the lines, dimensions, patterns, locations a nd details shown on the plans or established. Materials 627.02 Materials shall conform to the requirements of the following subsections: Material Requirements Subsection Paint 708.05 Glass Beads 713.08 Modified Epoxy Pavement Marking Material 713.17 Thermoplastic Marking Material 713.12 Pavement Primer 708.07 Preformed Plastic Pavement Marking Material 713.13 Pavement Marking Tape 713.15 Pavement Marking Tape (Removable) 713.16 Raised Pavement Marker 713.18 Preformed Thermoplastic Pavement Marking Material 713.14 Methyl Methacrylate Pavement Marking Material 713.19 Construction Requirements 627.03 General. All pavement markings shall be placed per the following requirements. When the term “full compliance” is used, it means the pavement markings shall meet the requirements of Standard Plan S-627-1. (a) Pavement Marking Plan. When pavement-marking location details are not provided in the Contract, the Contractor shall submit a layout of existing conditions to the Project Engineer for approval. The approved layout is to be used as the final pavement -marking plan. (b) Roadways Closed to Traffic During Construction. Full-compliance final markings shall be in place before opening the roadway to traffic. Pavement markings on detour routes shall be full-compliance markings. Town of Avon Beaver Creek Bus Stop February 2026 12 | Page 2 SECTION 627 PAVEMENT MARKING (c) Roadways Constructed Under Traffic. Full compliance final pavement markings shall be placed within two weeks after final surfacing is completed. Full compliance pavement markings shall also be placed on any roadways opened to traffic when the project pavement work is discontinued for more than two weeks. (d) Temporary Pavement Markings. Temporary pavement markings and control points for the installation of those pavement markings for roadways that are being constructed under traffic shall be installed as follows: 1. When one roadway of a normally physically divided highway is closed, and a crossover is constructed, full-compliance pavement markings shall be placed along the tapers and through the median crossovers to the two-way traffic section. Pavement markings through the two-way traffic section shall be as shown on the plans. All temporary paved roadways shall have full-compliance centerline, lane line, and edge line markings before they are open for traffic. Upon removal, markings applied to a final surface shall not leave a scar that conflicts with permanent markings. 2. The following criteria apply to all construction on roadways open to traffic other than (d)1. above: Full-compliance centerline, lane line, and edge line temporary markings shall be in place at the end of each workday. No-passing zone restrictions shall be identified by full compliance no -passing zone markings. No-passing zone markings shall be in place daily. Temporary pavement stencils (SCHOOL, RR Xing, etc.) are not required unless specified in the plans. Temporary pavement markings shall be installed according to the manufacturer’s recommendations in such a way that the markings adequately follow the desired alignment. 3. Control Points consisting of 4-inch by 1-foot marks at 40-foot intervals may be placed as guide markers for the installation of temporary or final pavement markings. Raised flexible pavement markers may be substituted for these marks. Control points shall not be used as a substitute for any required marking. Town of Avon Beaver Creek Bus Stop February 2026 13 | Page 3 SECTION 627 PAVEMENT MARKING (e) Pavement Marking for Seal Coats (Section 409). 1. Raised flexible pavement markers, suitable for use on seal coats, shall be installed as follows: No-passing zones shall be marked with two markers placed side -by-side at 40-foot intervals throughout the zone. Passing zones shall be marked with one marker at 40-foot centers. Closer spacing shall be used on curves, as deemed appropriate. Raised flexible pavement markers, installed on 40-foot centers, may also be used to mark lane lines through multi-lane roadway sections. Auxiliary lanes and shoulder lines may be marked with flexible markers on 80-foot centers or as appropriate. 2. Full-compliance final pavement markings shall be placed within one week of completion of the seal coat project. (f) Procedures for Items Paid by the Gallon Either of the following methods are acceptable unless otherwise specified by the Project Engineer. 1. Method #1 - Use of Data Logging System (DLS) Equipment: The Contractor shall use a “Skip-line by SPEC-RITE” Data Logger System (DLS) or equivalent DLS equipment as approved by the Project Engineer. Calibration: Pavement marking vehicles using a Data Logging System (DLS) shall be calibrated at intervals no longer than 12 months. Calibration requirements and allowable tolerances will be determined by the equipment manufacturer. Prior to the installation of materials paid by the gallon, a copy of the most recent certification report for each DLS equipment system used shall be submitted to the Project Engineer. Verification: A verification test section may be conducted at any time during production at the discretion of the Project Engineer. The verification test shall be performed according to Method #2 and the pavement marking shall be at least 1 mile (5,280 feet) in length, and shall be a width of four, six or eight inches. If the test section cannot be performed as a result of limitations, then method #2 shall be used to verify quantities for payment. If the calibration application rate cannot be verified, then method #2 shall be used to verify quantities for payment. Town of Avon Beaver Creek Bus Stop February 2026 14 | Page 4 SECTION 627 PAVEMENT MARKING 2. Method #2 - Performing Tank Stabs and Field Measurement Tank stab measurements shall be used to verify the application rate by calculating the volume of material used over the corresponding application (square foot) area. Tank stab measurements shall be performed by the Contractor at the beginning and end of th e pavement marking installation with the pavement marking vehicle parked at the same location and direction of travel for each measurement. Tank stab measurements shall be taken to the top of the fluid level from a fixed point. These measurements will be visually observed and recorded before the pavement marking operations begin, at the end of the pavement marking operations, and before and after each tank is replenished. The difference in the height of the fluid level corresponds to the volume of material used per the manufacturer’s tank conversion chart. Measurements will be recorded to the nearest 1⁄4 inch. Plural component materials, such as modified epoxy pavement markings, are applied as a combination of resins and catalysts from separate tanks. Tank stabs shall be recorded for each tank and the volumes combined to determine the total volume, in gallons, a pplied. Pavement markings shall be field measured to determine the total area of material installed. The tank stab and field measurements will be used to verify the application rate is within the rate specified by the contract. 627.04 Pavement Marking with Low Temperature Acrylic Paint and High Build Acrylic Paint. Striping shall be applied on asphalt or portland cement concrete pavements when the air and pavement temperatures are as follows: for high-build waterborne paint, at least 45 °F and expected to remain 45 °F or above for at least 24 hours; for low tempera ture waterborne paint, at least 35 °F and expected to remain 35 °F or above for at least 24 hours. The pavement surface shall be dry and clean, and free of all latent materials, per the manufacturer’s recommendations. Weather conditions shall be conducive to satisfactory results. Glass beads shall be applied into the paint by means of a low pressure, gravity drop bead applicator. The Contractor shall use equipment that meets the following requirements, as approved: (1) Equipment shall permit traffic to pass safely within the limits of the roadway surface and shoulder while operating. (2) Equipment shall be designed for placement of both solid and broken line pavement markings with a reasonably clean-edged pavement marking of the width and location as shown on the contract and no overspray on the road surface . (3) Equipment shall have a glass bead dispenser directly behind and synchronized with the paint applicator. Each applicator shall have individual control and automatic skip control that will paint a strip with a gap as shown in the Contract. (4) The equipment may be equipped with a heat exchanger to heat the paint to reduce drying time. Town of Avon Beaver Creek Bus Stop February 2026 15 | Page 5 SECTION 627 PAVEMENT MARKING (5) The operation shall include a trailing vehicle equipped with a flashing arrow board. The Contractor shall prevent traffic from crossing a wet pavement marking. Pavement markings that have been marred or picked up by traffic before they have dried shall be repaired at the Contractor’s expense. Removal of paint material from vehicles that encountered wet paint shall be at the Contractor’s expense. The water-based paint pavement markings shall fall within the following minimum and maximum ranges: Table 627-1 Application Rates and Tolerances for Pavement Markings Description Units Pavement Marking Paint Low Temp Pavement Marking Paint High Build Pavement Marking Paint High Build (Temporary) Alignment (Lateral Deviation) Inches < 2.0 < 2.0 < 2.0 Application Rate Sq Ft/Gallon 89-94 67-70 100-105 Thickness Mil 17.5 ± 0.5 23.5 ± 0.5 15.5 ± 0.5 Width Inches Per Plans ± 0.25 Per Plans ± 0.25 Per Plans ± 0.25 No Tack Dry Time @ 77º F Minutes 5-10 7-12 5-10 Glass Bead Application Rate Lbs, Gallon 7+ 9+ 5+ (6) High Build (Temporary) shall only be used for temporary pavement marking applications. Equipment shall have a bead dispenser directly behind, synchronized with the paint applicator and shall be capable of painting a clean -edged pavement marking of the designated width plus or minus 1/4 inch with no overspray on the road surface. For centerlines and lane lines, an automatic skip control shall be used. Machines having multiple applicators shall be used for centerlines with “no passing zones.” In areas where machines are not practical, suitable hand-operated equipment shall be used as directed by the Project Engineer. Pavement markings shall be protected until dry. Town of Avon Beaver Creek Bus Stop February 2026 16 | Page 6 SECTION 627 PAVEMENT MARKING 627.05 Modified Epoxy Pavement Marking. The modified epoxy pavement-marking compound shall be applied with equipment that will precisely meter the two components in the ratio given in subsection 713.17(a). The equipment shall automatically shut off or warn the operator if one component is not being mixed. The equipment shall produce the required amount of heat at the mixing head and gun tip to provide and maintain the temperatures specified. Before mixing, the individual components A and B shall each be heated to a temperature of 80 to 140 °F. After mixing, the application temperature for the combined material at the gun tip shall be 80 to 140 °F. The 140 °F upper limit is the maximum temperat ure under any circumstances. Both pavement and air temperatures shall be at least 35 °F at the time of modified epoxy pavement marking application. The surface areas of new portland cement concrete pavement and decks that are to receive markings shall be waterblasted before placement of the modified epoxy pavement marking. The amount of waterblasting shall be sufficient to remove all dirt, laitance, a nd curing compound residue. The surface areas of new asphalt pavement, existing asphalt pavement, and existing concrete pavement that are to receive markings shall be cleaned with a high -pressure air blast to remove loose material before placement of the modified epoxy pavement marki ng. Should any pavement become dirty, from tracked mud etc. as determined by the Project Engineer, it shall be cleaned before the placement of the modified epoxy pavement marking. When recommended by the modified epoxy manufacturer, a high-pressure water blast integrated into the gun carriage shall be used to clean the pavement surface before modified epoxy pavement marking application. The water blast shall be followed by a high - pressure air blast to remove all residual water, leaving only a damp surface. Modified epoxy pavement marking shall be applied to the road surface according to the modified epoxy manufacturer’s recommended methods at the application rate or coverage shown below. Glass beads shall be applied into the modified epoxy pavement marking b y means of a low pressure, gravity drop bead applicator. Town of Avon Beaver Creek Bus Stop February 2026 17 | Page 7 SECTION 627 PAVEMENT MARKING Modified epoxy pavement markings and beads shall be applied within the following limits: Table 627-2 Application Rates and Tolerances for Modified Epoxy Pavement Marking Method of Measurement 627.12 The types of pavement marking described will be measured by the following units, complete-in-place and accepted. Pavement marking paint will be measured by the number of gallons used. Procedures Method #1 or Method #2 will be used to determine the quantities for pavement markings paid by the gallon. The material used in excess of the application rate specified, will not be paid. Modified epoxy pavement marking, polyurea, and methyl methacrylate pavement marking will be measured by the total number of gallons of components A (pigment/resin) and B (hardener/catalyst) combined to achieve the application requirements as specified. Procedures Method #1 or Method #2 will be used to determine the quantities for pavement markings paid by the gallon. The material used in excess of the application rate specified, will not be paid. Thermoplastic pavement marking, preformed thermoplastic pavement marking, and preformed plastic pavement marking will be measured by the square foot. The unmarked spaces between markings will not be included in the overall measurement. The amount of pavement marking tape to be measured will be the linear feet of the specified width tape applied. Gaps in marking will not be measured for payment. Raised pavement marker (temporary) will be measured as a unit in place and shall include all adhesive necessary for installation. Removal of the raised pavement marker shall be included in the work. Description Units Modified Epoxy Pavement Marking Alignment (Lateral Deviation) Inches < 2.0 Application Rate Sq Ft/Gallon 85 - 90 Thickness Mil 18.5 ± 0.5 Width Inches Per Plans ± 0.25 No Tack Dry Time @ 77º F Minutes 5 - 7 Glass Bead Application Rate Lbs per Gallon 23+ Town of Avon Beaver Creek Bus Stop February 2026 18 | Page 8 SECTION 627 PAVEMENT MARKING Pavement word and symbol markings, transverse and longitudinal crosswalk lines, and stop lines will not be measured, but shall be the quantities, in square feet, designated in the Contract; except measurements will be made for revisions requested by the Pr oject Engineer. The unmarked spaces within these markings will not be included in the measurement. Basis of Payment 627.13 The accepted quantities will be paid for at the contract price per unit of measurement for each of the pay items listed below that appear in the bid schedule. Payment will be made under: Pay Item Pay Unit Pavement Marking Paint (High Build) Gallon Waterblasting will not be measured and paid for separately but shall be included in the work. Glass beads and cleaning with high-pressure water blast or air blast shall be included in the cost of the work. Calibration and the verification of DLS equipment will not be measured and paid for separately but shall be included in the work. Each authorized application of temporary pavement marking will be measured and paid for at the contract unit price for the type of material used. Control points and Contractor pavement marking plans will not be measured and paid for separately but shall be included in the work. All costs associated with having the Preformed Plastic Pavement Marking manufacturer - trained installer on-site and providing the documentation will not be measured and paid for separately but shall be included in the work. Town of Avon Beaver Creek Bus Stop February 2026 19 | Page TRAFFIC CONTROL PLAN - GENERAL The key elements of the Contractor's method of handling traffic (MHT) are outlined in subsection 630.10(a). Traffic must be maintained in both directions on E Beaver Creek Blvd . An MHT compliant with MUTCD must be submitted to the Town for approval prior to construction. The components of the TCP for this project are included in Subsection 104.04 and Section 630 of the specifications. Unless otherwise approved by the Town Representative, the Contractor’s equipment shall follow normal and legal traffic movements. The Contractor’s ingress and egress of the work area shall be accomplished with as little disruption to traffic as possible. Traffic control devices shall be removed by picking up the devices in a reverse sequence to that used for installation. This may require moving backwards through the work zone. When located behind barrier or at other locations shown on approved traffic cont rol plans, equipment may operate in a direction opposite to adjacent traffic. Special Traffic Control Plan requirements for this project are as follows: The Contractor shall not have construction equipment or materials in lanes open to traffic at any time, unless approved by the Town Representative. At least one week before starting construction, the Contractor shall notify the Town Representative of the date the Contractor intends to start construction. All costs incidental to the foregoing requirements shall be included in the original contract prices for the project. Subsection 630.18 shall include the following: Payment will be made under: Pay Item Pay Unit Traffic Control Lump Sum Kumar & Associates, Inc. ® Project No. 23-7-377 TABLE OF CONTENTS SUMMARY ............................................................................................................................... 1 PURPOSE AND SCOPE OF STUDY ......................................................................................... 2 PROPOSED CONSTRUCTION .................................................................................................. 2 SITE CONDITIONS ................................................................................................................... 2 SUBSURFACE CONDITIONS ................................................................................................... 2 GEOTECHNICAL ENGINEERING CONSIDERATIONS ............................................................. 3 FOUNDATION RECOMMENDATIONS .................................................................................... 3 FOUNDATION AND RETAINING WALLS ................................................................................ 4 FLOOR SLABS .......................................................................................................................... 5 EARTHWORK AND SITE GRADING ......................................................................................... 5 EXCAVATION CONSIDERATIONS ........................................................................................... 6 SURFACE DRAINAGE .............................................................................................................. 7 PAVEMENT DESIGN ................................................................................................................ 7 CORROSION POTENTIAL......................................................................................................... 9 DESIGN AND SUPPORT SERVICES .......................................................................................10 LIMITATIONS...........................................................................................................................10 FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 – LEGEND AND NOTES FIGURES 4 and 5 – SWELL-CONSOLIDATION TEST RESULTS FIGURE 6 – GRADATION TEST RESULTS TABLE 1 - SUMMARY OF LABORATORY TEST RESULTS Kumar & Associates, Inc. ® Project No. 23-7-377 SUMMARY 1. The subsurface conditions were evaluated by drilling eight exploratory borings at the locations shown on Figure 1. Subsoils encountered in the borings, below the topsoil, consist of about 4 to 8 feet of sandy silty clay to sandy silt underlain by typically around 2 feet of silty sand with gravel down to about 4½ to 11 feet and underlain by silty sandy gravel and cobbles to the boring depths of 8 to 14 feet. 2. Groundwater was not encountered in the borings at the time of drilling and the soils were slightly moist to moist with depth. 3. The natural clay and silt soils are compressible and generally not suitable for support of moderately to heavily loaded building foundations but should be suitable for support of floor slabs, concrete flatwork, and asphalt or concrete pavement. Spread footings placed on the natural granular soils or compacted structural fill placed on the natural granular soils designed for an allowable bearing pressure of 3,000 pounds per square foot (psf) can be used for building support. Alternately, lightly loaded spread footings placed on the upper clay and silt soils and sized for an allowable bearing pressure of 1,500 psf can be used for support of non-settlement sensitive structures such as site walls. Detailed discussions of the geotechnical recommendations are presented in the report body. 4. The following recommended onsite pavement section thicknesses are based on an assumed traffic loading of 5 Equivalent Daily Load Applications (EDLA) for parking stalls (Standard Duty), and 20 EDLA for drive lanes (Heavy Duty). Location Base Course Base Course Standard Duty 3 over 9 6 over 4 Heavy Duty 4 over 10 7 over 4 We recommend trash pickup areas, delivery truck lanes, and other areas where truck turning movements are concentrated be paved with portland cement concrete. 2 Kumar & Associates, Inc. ® Project No. 23-7-377 PURPOSE AND SCOPE OF STUDY This report presents the results of a geotechnical engineering study for the proposed Childcare Project located at 4468 East Beaver Creek Boulevard, Avon, Colorado. The project site is shown on Figure 1. The study was conducted in general accordance with our Proposal No. P7-23-351, dated May 25, 2023 for the purpose of providing geotechnical engineering recommendations, pavement thickness design and site grading considerations related to the project. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed project are included in the report. PROPOSED CONSTRUCTION We understand the childcare project will include a three-story building located in the eastern part of the property, as shown on Figure 1 with asphalt paved parking and driveways in the central part. Future buildings and pavement are planned in the western part, and their development is beyond the scope of our current study. Access into the property will be off East Beaver Creek Boulevard which follows the north side of the development. Grading for the proposed development was preliminary at the time of our study and generally consists of excavation into the eastern part of the property for the building with minor cut and fill in the remaining pavement areas. If the proposed construction varies significantly from that described above, we should be notified to reevaluate our recommendations. SITE CONDITIONS The project site is located in the area of the previous airport runway with asphalt pavement remnants in the northeast corner. The development is bordered by East Beaver Creek Boulevard along the northside, Post Boulevard along the east side and a railroad right-of-way along the south side as shown on Figure 1. The site is relatively flat with a gentle slope down to the southwest with about 4 feet of elevation difference in the building area and may have been graded relatively flat by prior airport runway construction. Immediately east of the building is a relatively steep embankment slope up to Post Boulevard at around 15 to 25 feet higher in elevation. An existing utility building is located in the south-central area which is an out parcel to the proposed development. Vegetation on the property is typically sparce grass and weeds with scattered evergreen trees. SUBSURFACE CONDITIONS The subsurface conditions were evaluated by drilling 8 exploratory borings at the approximate locations shown on Figure 1. The boring logs are shown on Figure 2 with the legend and notes shown on Figure 3. Results of swell-consolidation testing performed on relatively undisturbed drive samples of the clay and silt soils, presented on Figures 4 and 5, indicate low to moderate compressibility under conditions of loading and wetting. The results of gradation analyses performed on small diameter drive samples of the sand soils (minus 1½-inch size fraction) are 3 Kumar & Associates, Inc. ® Project No. 23-7-377 presented on Figure 6. The laboratory testing was conducted in general accordance with applicable ASTM standards, and the results are summarized in Table 1. The results of chemical testing to evaluate potential sulfate attach on concrete and corrosion of buried conduit of the onsite soils are presented below in “Corrosion Potential” section of this report. The following subsurface descriptions are of a generalized nature to highlight the major stratification features encountered in the borings. The boring logs should be referenced for more detailed information at the immediate location of the borings. Subsoils encountered in the borings, below the topsoil, consist of about 4 to 8 feet of sandy silty clay to sandy silt underlain by typically around 2 feet of silty sand with gravel down to about 4½ to 11 feet and underlain by silty sandy gravel and cobbles to the boring depths of 8 to 14 feet. Groundwater was not encountered in the borings at the time of drilling and the soils were slightly moist to moist with depth. GEOTECHNICAL ENGINEERING CONSIDERATIONS The subsurface conditions encountered in the borings were evaluated to develop geotechnical engineering recommendations for the proposed development. The following discussion addresses building foundations, slab-on-grade construction, surface and subsurface drainage, site grading, and pavement sections, which should be considered during project planning, design and construction. The natural clay and silt soils are compressible and generally not suitable for support of moderately to heavily loaded building foundations but should be suitable for support of floor slabs, concrete flatwork, and asphalt or concrete pavement. Spread footings placed on compacted structural fill placed on the natural granular soils can be used for building support with a relatively low settlement potential. Alternately, lightly loaded spread footings placed on the upper clay and silt soils can be used for support of non-settlement sensitive structures such as site walls. FOUNDATION RECOMMENDATIONS Shallow Foundations: Considering the subsoil conditions encountered in the exploratory borings, shallow foundations are suitable for support of the proposed building that bear on properly compacted structural fill placed on the natural silty sand and gravel soils. The topsoil and existing fill and debris from previous construction at the site should be removed from building areas. The upper clay and silt soils will tend to soften under construction traffic and precautions should be taken to maintain a stable subgrade. Footing Foundations: The design and construction criteria presented below should be observed for a spread footing foundation system. The construction details should be considered when preparing project documents. 1. Footings placed on the natural granular soils or properly compacted structural fill placed on the natural granular soils should be designed for an allowable soil bearing pressure of 3,000 pounds per square foot (psf). Lightly loaded spread footings placed on the upper clay and silt soils can be designed for an allowable bearing pressure of 1,500 psf with a risk of settlement mainly from post-construction wetting of the bearing soils. Based on 4 Kumar & Associates, Inc. ® Project No. 23-7-377 experience, we expect initial settlement of footings designed and constructed as discussed in this section will be about 1 inch or less with additional differential settlement of around ½ to 1 inch from long term compression of the structural fill or wetting of the clay and silt soils. 2. Continuous footings should be at least 18 inches wide and isolated pads should be at least 24 inches wide. 3. Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 42 inches below the exterior grade is recommended for this area. 4. Continuous foundation walls should be heavily reinforced top and bottom to span an unsupported length of at least 14 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5. Earthwork recommendations for spread footing foundations are presented in the “Earthwork and Site Grading” section of this report. 6. A representative of the geotechnical engineer should observe the overall excavation prior to placing structural fill and footing areas prior to concrete placement. FOUNDATION AND RETAINING WALLS Lateral Earth Pressures: Below-grade foundation walls and retaining structures, if constructed, should be designed for the lateral earth pressure generated by the backfill, which is a function of the degree of rigidity of the wall and the type of backfill material used. Foundation walls and retaining structures that are laterally supported and can be expected to undergo only a moderate amount of deflection should be designed for earth pressures based on the following equivalent fluid densities: Granular backfill with < 5% passing No. 200 sieve ........................... 40 pcf CDOT Class 1 backfill (<20% passing No. 200 sieve) ...................... 45 pcf On-site granular backfill ........................................................................ 50 pcf Cantilevered retaining structures that can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for earth pressures based on the following equivalent fluid densities: Granular backfill with < 5% passing No. 200 sieve ........................... 35 pcf CDOT Class 1 backfill (<20% passing No. 200 sieve) ......................... 40 pcf On-site granular backfill ....................................................................... 45 pcf The equivalent fluid density values recommended above assume drained conditions behind the walls and retaining structures, and a horizontal backfill surface. The buildup of water behind a wall or retaining structure, or an upward sloping backfill surface, will increase the lateral earth pressure imposed on the wall or retaining structure. Below-grade walls and retaining structures should also be designed for appropriate surcharge pressures due to adjacent structures, vehicle traffic, and construction activities. 5 Kumar & Associates, Inc. ® Project No. 23-7-377 Backfill should be placed in uniform lifts and compacted to at least 95% of the maximum Proctor dry density (ASTM D 698). The backfill should be compacted at moisture contents within 2 percentage points of optimum. Care should be taken not to over-compact the backfill since this could cause excessive lateral pressure on the walls. Hand compaction procedures, if necessary, should be used to prevent lateral pressures from exceeding the design values. Settlement of deep wall backfills can occur even if the fill is properly placed and compacted. The lateral resistance of footings will be a combination of the sliding resistance of the footing on the bearing materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.45. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 400 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be a granular material compacted to at least 95% of the maximum standard Proctor dry density at a moisture content near optimum. FLOOR SLABS The topsoil and organic matter are not suitable for support of floor slabs and flatwork and should be removed essentially down to the natural soils and replaced with properly compacted structural fill. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The joint spacing and slab reinforcement should be established by the designer based on experience in concrete floor slab design using criteria such as that of the Portland Cement Association or American Concrete Institute. A perimeter foundation drain should not be needed for slab-at-grade construction. In occupied areas of the building, we recommend vapor retarders conform to at least the minimum requirements of ASTM E1745 Class C material. Certain floor types are more sensitive to water vapor transmission than others. For floor slabs bearing on angular gravel or where flooring system sensitive to water vapor transmission are utilized, we recommend a vapor barrier be utilized conforming to the minimum requirements of ASTM E1745 Class A material. The vapor retarder/barrier should be installed in accordance with the manufacturers’ recommendations and ASTM E1643. EARTHWORK AND SITE GRADING We recommend the following criteria be used when preparing the site grading plans: Removal and Replacement Requirement: Existing fill and other unsuitable materials related to the previous property development, should be removed from within the proposed building footprint and pavement areas to a minimum 1:1 horizontal to vertical projection beyond development edges and replaced with properly compacted structural fill. 6 Kumar & Associates, Inc. ® Project No. 23-7-377 Fill Material Specifications: The following material specifications are presented for fills on the project site. 1. Foundation and Pavement Subgrade and Backfill: The on-site granular soils should be suitable for reuse throughout the site including under foundations and as foundation backfill or pavement subgrade, following screening to remove unsuitable materials and moisture conditioning. While not encountered within the borings, construction debris or other unsuitable materials may be present as remnants of prior site development. These materials should be removed from the excavated soils before placement and compaction. Imported fill should consist of a minus 6-inch non-expansive soil having less than 25 percent passing the No. 200 sieve, a liquid limit less than 30, and a plasticity index less than 15. 2. Utility Trench Backfill: Screened materials from onsite excavations can be used for trench backfill above the pipe zone fill provided they do not contain unsuitable material such as construction debris or particles larger than 4 inches. 3. Material Suitability: All structural fill material should be non-expansive and free of vegetation, brush, sod and other deleterious substances and should not contain rocks or lumps having a diameter of more than 6 inches. The geotechnical engineer should evaluate the suitability of all proposed fill materials prior to placement. 4. Subgrade Preparation: The ground surface should be stripped of vegetation/organics, loose soils, and other deleterious materials prior to fill placement. The resulting ground surface should be scarified to a depth of 8 inches, moisture conditioned as necessary, and compacted in a manner specified below for the subsequent layers of fill. Loose or unstable soils should be removed and replaced to provide a stable platform prior to placement of fill. Compaction Requirements: A representative of the geotechnical engineer should observe fill placement operations on a regular basis. We recommend the following minimum compaction criteria be used on the project. Area Below Foundation Elements 98% Floor Slab Subgrade and Foundation Wall Backfill 95% Beneath Pavement areas / Flatwork/Utility Trenches 95% Landscape and Other Misc. Overlot Fill Areas 90% For compaction of onsite or import soils, a moisture content within 2 percent of optimum should be maintained during placement and compaction. EXCAVATION CONSIDERATIONS In our opinion, it is anticipated that the on-site soils encountered in the exploratory borings drilled for this study can be excavated with conventional heavy duty construction equipment. All excavations should be in accordance with OSHA, state and local requirements. The contractor should follow appropriate safety precautions. In accordance with OSHA guidelines, the onsite 7 Kumar & Associates, Inc. ® Project No. 23-7-377 soils will likely classify as a Type B material. If materials different from those indicated in this report are encountered, the OSHA soil type may vary and need to be adjusted. The contractor’s competent person should make decisions regarding cut slopes. Per OSHA criteria, unless excavations are shored, temporary dry excavations in Type B soils shall have slopes no steeper than 1 horizontal to 1 vertical. Shoring will be required where excavated slopes cannot be accommodated. OSHA regulations require that excavations greater than 20 feet in depth and excavations into the ground water be designed by a professional engineer. Although groundwater was not encountered in the borings, it has been our experience that seasonal perched water can be encountered during construction. If water seepage is encountered, flatter slopes will be required. Surface drainage should be diverted away from all temporary cut slopes in order to reduce the potential for slope erosion and instability. SURFACE DRAINAGE Proper surface drainage is very important for acceptable performance of the facility during construction and after construction has been completed. Drainage recommendations provided by local, state and national entities should be followed based on the intended use of the structure. The following recommendations should be used as guidelines and changes should be made only after consultation with the geotechnical engineer. 1. Excessive wetting of the foundation and slab subgrades should be avoided during construction. 2. Exterior backfill should be compacted according to the “Earthwork and Site Grading” section of this report. 3. Care should be taken when compacting around the foundation walls and underground structures to avoid damage to the structure. Hand compaction procedures, if necessary, should be used to prevent lateral pressures from exceeding the design values. 4. The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas. Site drainage beyond the 10-foot zone should be designed to promote runoff and reduce infiltration. A minimum slope of 2 inches in the first 10 feet is recommended in the paved areas. These slopes may be changed as required for handicap access points in accordance with the Americans with Disabilities Act. 5. Ponding of water should not be allowed in backfill material or in a zone within 10 feet of the foundation walls, whichever is greater. 6. Backfill material should meet the requirements stated in the “Earthwork and Site Grading” section of the report. 7. Roof downspouts and drains should discharge well beyond the limits of all backfill. PAVEMENT DESIGN Subgrade Materials: The subgrade materials encountered at the site are variable and generally classified as A-4 in accordance with the American Association of State Highway Transportation Officials (AASHTO) classification. Based on the soil classification and our experience with similar projects, an R-value of 8 was assumed for design of flexible pavements and a corrected subgrade modulus of 50 pounds per cubic inch (pci) was assumed for rigid pavements. 8 Kumar & Associates, Inc. ® Project No. 23-7-377 Design Traffic: Traffic loading information was not available at the time of report preparation. Based on our experience, we assumed an equivalent 18-kip daily load application (EDLA) of 5 for standard duty areas (parking stalls restricted to automobile traffic) and an EDLA of 20 for the heavy-duty areas (drive lanes and areas with auto and truck traffic, including occasional delivery trucks, and fire trucks with HS20 loading). If it is determined that actual traffic is significantly different from that assumed, we should be contacted to reevaluate the pavement thickness design. Pavement Sections: The recommended sections were determined using an in-house spreadsheet based on the 1993 AASHTO pavement design procedures. Based on the subgrade conditions encountered and the traffic information provided, we recommend the following pavement sections: We recommend trash pickup areas and other areas where truck turning movements are concentrated be paved with Portland cement concrete. Pavement Materials: Asphalt should consist of a mixture of aggregate, filler and asphalt cement established by a qualified engineer. Aggregate Base Course (ABC) should conform to the requirements of AASHTO M147 and to Section 703.03 of the CDOT Standard Specifications for Road and Bridge Construction. The ABC should meet Class 6 grading and quality as defined by the CDOT specifications. The ABC should have a minimum R-value of 77 and a minimum dry unit weight of 120 pcf when placed at the required compaction. The ABC must also meet all other appropriate CDOT specifications. Concrete pavement should meet the requirements of a Class P Mix, per Section 601 of the CDOT Standard. Specifications, and should be based on a mix design established by a qualified engineer. Concrete joint spacing should be established by a qualified engineer. Concrete should be cured by protecting against loss of moisture, rapid temperature changes and mechanical injury for at least three days after placement. The concrete sections presented above are assumed to be unreinforced. Providing dowels at construction joints would help reduce the risk of differential movements between panel sections. Providing a grid mat of deformed rebar or welded wire mesh within the concrete pavement section would assist in mitigating corner breaks and differential panel movements. If a rebar mat is installed, we recommend that the bars be placed in the lower half of the pavement section. Also, if reinforcing is used, we have commonly seen No. 4 rebar placed at 24-inch center in each direction, however, we recommend that a structural engineer evaluate the placement and spacing of rebar if needed. Concrete pavement will be more sensitive to settlement or heave-related movements than asphalt pavement. Location Course Course Standard Duty 3 over 9 6 over 4 Heavy Duty 4 over 10 7 over 4 9 Kumar & Associates, Inc. ® Project No. 23-7-377 Subgrade Preparation: The topsoil and other unsuitable soils should be removed and replaced with structural fill to design subgrade level. Prior to placing the pavement section, the entire subgrade area should be thoroughly scarified and well-mixed to a minimum depth of 8 inches, and adjusted to the moisture content and compaction criteria presented in the “Earthwork and Site Grading” section of this report. Following scarification and compaction, the pavement subgrade should be proof rolled with a heavily loaded pneumatic-tired vehicle. The vehicle should have a gross weight of at least 50,000 lbs., with a single loaded axel weight of 18,000 lbs., and a tire pressure of 100 psi. Pavement design procedures assume a stable subgrade. Areas that deform excessively under heavy wheel loads are not stable and should be removed and replaced to achieve a stable subgrade prior to paving. Drainage: The collection and diversion of surface drainage away from paved areas is extremely important to the satisfactory performance of the pavement. Drainage design should provide for the removal of water from paved areas and prevent the wetting of the subgrade soils. Maintenance Periodic maintenance of paved areas is critical to achieve the design pavement life. Crack sealing should be performed annually as new cracks appear. Joint seals in concrete should be replaced as they deteriorate. Chip seals, fog seals, or slurry seals applied at approximate intervals of 3 to 5 years are usually necessary for asphalt. As conditions warrant, it may be necessary to perform patching and structural overlays at approximate 10-year intervals. CORROSION POTENTIAL Our comments regarding corrosion potential of the upper fine-grained soils encountered at the site to buried metal and sulfate attack on concrete are presented below. Results of laboratory testing and visual evaluation of the sample was performed and are summarized below along with American Water Works Associate (AWWA) Standard soil test evaluation points. Project No. 22-7-253 Sample from Boring 7 @4 feet depth C105 Table A.1 07-17-23 07-24-23 2746 Sandy Silty Clay 1910 ohm-cm 5 7.0 0 283 mV 0 Negative 0 16.7% 1 753 ppm 0.0753% 30 ppm 0.0030% 36 ppm 0.0036% 1.43% 6 10 Kumar & Associates, Inc. ® Project No. 23-7-377 *The Table A.1 soil test evaluation is based on the sample resistivity, pH, redox potential, sulfides, and moisture/drainage conditions. In scoring the sample, we assumed fair site drainage with generally moist conditions (+1 points). The points rating of the sample of the clay and silt soil at the proposed excavation depth was 6. A ten-point score or greater indicates that the soil is corrosive to ductile iron pipe and protection of the waterlines is needed. Based on our experience in the area and the test results, poly-wrap of the pipe appears adequate for corrosion protection of the proposed waterline at this site. Waterlines are typically poly-wrapped in the area. The sample of the upper clay and silt soil exhibited low water-soluble salts and sulfates level. CDOT Class 0 concrete containing Type I/II cement should be adequate to resist sulfate attack at the subject site. DESIGN AND SUPPORT SERVICES Kumar & Associates, Inc. should be retained to review the project plans and specifications for conformance with the recommendations provided in our report. We are also available to assist the design team in preparing specifications for geotechnical aspects of the project, and performing additional studies if necessary to accommodate possible changes in the proposed construction. We recommend that Kumar & Associates, Inc. be retained to provide construction observation and testing services to document that the intent of this report and the requirements of the plans and specifications are being followed during construction. This will allow us to identify possible variations in subsurface conditions from those encountered during this study and to allow us to re-evaluate our recommendations, if needed. We will not be responsible for implementation of the recommendations presented in this report by others, if we are not retained to provide construction observation and testing services. LIMITATIONS This study has been conducted to develop geotechnical related design and construction criteria for the project. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings at the locations indicated on Fig. 1 and the proposed type of construction. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Kumar & Associates Kumar & Associates Kumar & Associates Kumar & Associates Kumar & Associates Kumar & Associates TABLE 1 SUMMARY OF LABORATORY TEST RESULTS Project No. 23-7-377 Page 1 of 2 SAMPLE LOCATION NATURAL MOISTURE CONTENT NATURAL DRY DENSITY PERCENT PASSING NO. 200 SIEVE UNCONFINED COMPRESSIVE STRENGTH AASHTO CLASS SOIL TYPE BORING DEPTH LIQUID LIMIT INDEX 1 2½ 17.1 96 Silty Sandy Clay 4 18.4 101 75 1950 Silty Sandy Clay 9 10.7 28 51 21 Silty Clayey Gravelly Sand 2 4 16.0 106 Silty Sandy Clay 13 3.6 27 44 29 Silty Clayey Gravelly Sand 3 2½ 16.7 105 Silty Sandy Clay 4 14.1 110 65 Silty Sandy Clay 9 15.3 109 4 1 7.8 68 26 3 A-4 (1) Silty Sandy Clay 4 11.5 98 Silty Sandy Clay TABLE 2 SUMMARY OF LABORATORY TEST RESULTS Project No. 23-7-377 Page 2 of 2 SAMPLE LOCATION NATURAL MOISTURE CONTENT NATURAL DRY DENSITY PERCENT PASSING NO. 200 SIEVE UNCONFINED COMPRESSIVE STRENGTH AASHTO CLASS SOIL TYPE BORING DEPTH LIQUID LIMIT PLASTIC INDEX 5 4 17.6 70 26 4 A-4 (1) Silty Sandy Clay 6 13.3 101 Silty Sandy Clay 6 1 7.4 57 27 3 A-4 (0) Silty Sandy Clay 4 9.3 77 51 26 5 A-4 (0) Silty Sandy Clay 7 1 17.2 57 28 4 A-4 (1) Silty Sandy Clay 8 4 18.8 65 21 NP A-4 (0) Sandy Silt 7 7.1 23 20 NP A-2-4 (0) Silty Gravelly Sand