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HomeMy WebLinkAboutbocc.con.246.2016 7/2015 Lim p or K J N Pitkin County t� COUNTil Contract Cover Sheet cncNo, Please complete the Contract Cover Sheet when the contract is completed and signed by Contractor and Pitkin County Project Manager. Return all Contract Cover Sheets and Contracts/Change Orders/Amendments to Procurement (procurement_help@pitkincounty.com).Any contracts$50,000 and over will be routed for signatures to County Manager and Attorney's Office(if required)by Procurement&Contracts Manager. Contract Information Contract Number 246.2016 Project Name West Sopris Creek Road Patching Project Contractor Frontier Paving Inc. Budget Line Item 110.54.96300.82000 West Sopris Creek Road Additional Budget Line Item(s) and special notes to Finance Contract Start Date 8/17/2016 Contract End Date 10/15/2016 Automatic Renewal Yes 0 No►'� If Construction: Retainage If this is a new contractor,please request they complete and submit to Finance a W-9 Form. Contact Information: Department Pitkin County Public Works Transportation Project Manager Chris Baroody Project Manager (970)920-5291 Phone Provide a brief description of the contract: Pavement patching and subbase stabilization along approximately one-mile section of West Sopris Creek Road Contract Value Summary: Contract Amount $ 126,680.00 This Change order/Amendment amount(if applicable) $0.00 New Contract Total $ 126,680.00 Procurement Method: None ❑ Informal❑ Formal ® Sole Source ❑ Emergency❑ Contract Renewal 0 Contract Type: Services/Maintenance 0 Construction Goods,Equipment, Supplies ❑ Change Order/Amendment 0 Other,please explain 0 Click here to enter text. NOTE: CLERKS OFFICE WILL KEEP ORIGINAL DOCUMENTS IN COMPLIANCE WITH COLORADO STATE ARCHIVES RETAINAGE SCHEDULE. ALL ATTACHMENTS MUST BE WITH THIS CHECKLIST. Contract# 246.2016 Rev.06/02/2015 kjm Budget Line Item# 110.54.96300.82000 West Sopris Creek Road T'KIN COUNT'( PITKIN COUNTY CONSTRUCTION CONTRACT West Sopris Creek Road Patching Project THIS CONTRACT, made this 17 day of August 2016, by and between the Board of County Commissioners of Pitkin County, Colorado, (hereinafter called the "County") and Frontier Paving, Inc. (hereinafter called the "Contractor") to perform the following work: West Sopris Creek Road Patching Project ("Project"). I. Term of Contract. The term of this contract is from August 17, 2016 to October 15, 2016. II. Scope of Work and Work Schedule. A. As per the plans, CDOT Standard Specifications for Road and Bridge Construction, 2011 or as amended in the standard Special Provisions and Project Special Provisions, all attached hereto. B. All work performed under this Contract shall be done according to the following work schedule: Per the Contractors submitted proposal attached hereto. Work shall be completed no later than October 15, 2016. III. Payment. The County agrees to pay, and the Contractor agrees to accept, in full payment for the performance of this Contract, the total price of One Hundred Twenty-Six Thousand Six Hundred Eighty Dollars ($ 126,680.00 ) in accordance with this Contract, subject to increase or decrease in accordance with the provisions of this Contract; but any payment by the County may be offset by any amount the Contractor owes the County for any reason. A. Payment Procedures. 1. Contractor shall submit applications for payment every One Month for work done to date. 2. Progress payments for Contracts exceeding one hundred fifty thousand dollars($150,000). a. County shall make progress payments, within thirty (30) days of County's approval of Contractor's pay request. 1 b. In accordance to amended Section 2 24-91-103, C.R.S. For contracts exceeding one hundred fifty thousand dollars ($150,000) and if the Contractor is satisfactorily performing this contract, progress payments shall be in an amount equal to ninety percent (95%) of the calculated value of completed Project work. If,in the opinion of the Procurement Officer and County, satisfactory progress is not being made on the Project, or if claims are filed under Section 38- 26-107,Colorado Revised Statutes,as amended,County may retain such additional amounts as County may deem necessary to assure completion of the Project or to pay such claims and any Procurement Officer's and attorney's fees reasonably incurred or to be incurred by County in defending or handling such claims. The withheld percentage of the Contract Price shall be retained until the Project is completed satisfactorily and finally accepted by County in accordance with the provisions of this Contract. Progress payments shall not constitute final acceptance of the Project. B. County shall make final payment, including release of retainage, to Contractor in accordance with this Contract and Section 38-26-107, C.R.S. and Section 24-91-103, C.R.S., as amended. IV. Contractor's Obligations. A. Supervision and Superintendence. 1. The Contractor shall supervise and direct the Project competently and efficiently devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Project in accordance with this Contract. The Contractor shall be solely responsible for the means, methods, techniques, sequences and procedures of construction. The Contractor shall be responsible to see that the finished Project complies accurately with this Contract. 2. The Contractor shall appoint and identify to the County and Procurement Officer, a competent on-site superintendent to be kept on the Project at all times during its progress and who shall not be replaced without written notice to the County and the Procurement Officer except under extraordinary circumstances. The superintendent will be the Contractor's representative at the site and shall have authority to act on behalf of the Contractor. All communications given to the superintendent shall be as binding as if given to the Contractor. B. Subcontractors, Suppliers and Others. 1. The Contractor shall not employ any subcontractor, supplier or other person or organization (including those acceptable to the County and the Procurement Officer, whether initially or as a substitute) against whom the County or the Procurement Officer may have reasonable objection. 2 2. The identity of subcontractors, suppliers or other persons or organizations including those who are to furnish the principal items of materials and equipment must be submitted to the County in advance of any work performed or materials supplied under this Contract for acceptance by the County and the Procurement Officer.No acceptance by the County or the Procurement Officer of any such subcontractor, supplier or other person or organization shall constitute a waiver of any right of the County or the Procurement Officer to reject defective Project work. 3. The Contractor shall be fully responsible to the County and the Procurement Officer for all acts and omissions of the subcontractors, suppliers and other persons and organizations performing or furnishing any of the Project work under a direct or indirect Contract with Contractor just as Contractor is responsible for Contractor's own acts and omissions. Nothing in this Contract shall create any Contractual relationship between the County or the Procurement Officer and any such subcontractor, supplier or other person or organization,nor shall it create any obligation on the part of the County or the Procurement Officer to pay or to see to the payment of any moneys due any such subcontractor,supplier or other person or organization except as may otherwise be required by laws and regulations. 4. All Project work performed for Contractor by a subcontractor will be pursuant to an appropriate Contract between the Contractor and the subcontractor which specifically binds the subcontractor to the applicable terms and conditions of this Contract for the benefit of the County and the Procurement Officer. C. Patent Fees and Royalties. The Contractor shall pay all license fees and royalties and assume all costs incident to their use in the performance of the Project or the incorporation in the Project of any invention,design,process,product or device which is the subject of patent rights or copyrights held by others. Contractor shall indemnify and hold harmless the County and the Procurement Officer and anyone directly or indirectly employed by either of them from and against all claims, damages, losses and expenses (including attorney's fees and court costs) arising out of any infringement of patent rights or copyrights incidental to the use in the performance of the Project or resulting from the product or device not specified in this Contract, and shall defend all such claims in connection with any alleged infringement of such rights. D. Permits. Unless otherwise provided in this Contract, the Contractor shall obtain and pay for all construction permits and licenses. The County shall assist the Contractor, when necessary, in obtaining such permits and licenses. The Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Project. The Contractor shall pay all charges of utilities for connections to the Project, and the County shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. E. Laws and Regulations. The Contractor shall be familiar with and shall comply with all federal, state, and local laws, ordinances, rules, and regulations applicable to furnishing and performance of the Project including rules,regulations,and ordinances the County promulgates at any time. Except where otherwise expressly required by applicable laws and regulations, neither the County nor the Procurement Officer shall be responsible for monitoring the Contractor's compliance with any Laws or Regulations. 3 F. Taxes. The Contractor shall pay all existing and future applicable federal, state and local sales, consumer, use and other similar taxes whether direct or indirect. Federal excise tax may not apply to materials purchased by the County. The Contract price shall include all other federal, state, and/or local direct or indirect taxes, which do apply. The Contract price shall include the cost of compliance with all other Federal Laws and Regulations at no additional cost to the County (except as provided in this Contract). The Contractor shall not be reimbursed separately for any taxes, which may apply except as provided in this Contract, and the Contractor shall be responsible for all taxes, which may apply. The County is tax exempt from Federal Excise Tax and Colorado State or local sales or use taxes. The Contractor and its subcontractors shall apply to the Colorado Department of Revenue for a Certificate of Exemption indicating that the Contractor or subcontractor's purchase of construction material or building materials is for use in a building, structure, or other public work owned and used by the County. G. Use of Premises. 1. The Contractor shall confine construction equipment, the storage of materials and equipment and the operations of workers to the Project site and land and areas permitted by this Contract,law,ordinances,and permits.The Contractor shall assume full responsibility for any damage to any such land or area, or to the County or occupant thereof or of any land or areas contiguous thereto, resulting from the performance of the Project. Should any claim be made against the County or the Procurement Officer by any such owner or occupant because of the performance of the Project, Contractor shall promptly settle with such other party. The Contractor shall,to the fullest extent permitted by Laws and Regulations, indemnify and hold the County harmless from and against all claims, damages, losses and expenses (including, but not limited to, fees of engineers, architects, attorneys and other professionals and court costs) arising directly, indirectly or consequentially out of any action, legal or equitable, brought by any such other party against the County or the Procurement Officer to the extent based on a claim arising out of the Contractor's performance of the Project. 2. During the progress of the Project, the Contractor shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Project. At the completion of the Project,the Contractor shall remove all waste materials, rubbish and debris from and about the premises as well as all tools,appliances,construction equipment and machinery, temporary structures, stumps or portions of trees, and surplus materials, and shall leave the site clean and ready for occupancy by the County. The Contractor shall restore to original condition all property not designated for alteration by this Contract. 3. The Contractor shall not load or permit any part of any structure to be loaded in any manner that will endanger the structure,nor shall the Contractor subject any part of the Project or adjacent property to stresses or pressures that will endanger it. H. Safety and Protection. 4 1. The Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Project. The Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: a. All employees in the Project area and other persons and organizations who may be affected thereby; b. All the Project materials and equipment to be incorporated therein, whether in storage on or off the site; and c. Other property at the site or adjacent thereto,including trees,shrubs, lawns,walks,pavements,road-ways, structures,utilities and underground facilities not designated for removal,relocation or replacement in the course of construction. The Contractor shall be required to assume sole and complete responsibility for job site conditions during the course of construction of the Project, including the safety of all persons who may enter on the job site for any reason and the security of all property located on the job site. This requirement shall apply at all times during the courses of the Contract and not only to normal Project work hours. 2. The Contractor shall at all times conduct the Project in such manner as will incur the least practicable interference with traffic and existing utility systems. No section of any road shall be closed to the public, nor any utility system put out of service except after permission, has been granted by the Procurement Officer. Each item of the Project shall be prosecuted to completion without delay and in no instance will the Contractor be permitted to transfer its forces from an uncompleted Project to a new Project without prior written notification of the Contractor to the Procurement Officer. Unless this Contract specifically provides for the closing to traffic of any local road or highway while construction is in progress, such road or highway shall be kept open to all traffic by the Contractor. The Contractor shall also provide and maintain in a safe condition temporary approaches,crossings,or intersections with roads and highways. The Contractor shall bear all expense of maintaining traffic over the section of road affected by the Project to be done under this Contract, and of constructing and maintaining such approaches, crossing, intersections and any necessary features without direct compensation, except as otherwise provided. The Contractor shall provide, erect and maintain all necessary barricades, signs, danger signals and lights to protect the Project and the safety of the public. The Contractor's responsibility for necessary barricades, signs, and lights shall not cease until the Project has been accepted. I. Shop Drawings and Samples. 1. After checking and verifying all field measurements and after complying with applicable procedures specified in this Contract, the Contractor shall submit to the 5 Procurement Officer for review and approval in accordance with the approved schedule of shop drawing submissions, three (3) copies (unless otherwise specified) of all shop drawings, which will bear a stamp or specific written indication that the Contractor has satisfied the Contractor's responsibilities under this Contract with respect to the review of the submission. All submissions will be identified as the Procurement Officer may require. The data shown on the shop drawings will be complete with respect to quantities, dimensions,specified performance and design criteria,materials and similar data to enable the Procurement Officer to review the information as required. 2. The Contractor shall also submit to the Procurement Officer for review and approval with such promptness as to cause no delay in Project, all samples required by this Contract. All samples will have been checked by and accompanied by a specific written indication that the Contractor has satisfied the Contractor's responsibilities under this Contract with respect to the review of the submission and will be identified clearly as to material, supplier,pertinent data such as catalog numbers and the use for which intended. 3. Before submission of each shop drawing or sample, the Contractor shall have determined and verified all quantities, dimensions, specified performance criteria, installation requirements,materials,catalog numbers and similar data with respect thereto; and reviewed or coordinated each shop drawing or sample with other shop drawings and samples and with the requirements of the Project and this Contract. 4. At the time of each submission, the Contractor shall give the Procurement Officer specific written notice of each variation that the shop drawings or samples may have from the requirements of this Contract,and,in addition,shall cause a specific notation to be made on each shop drawing submitted to the Procurement Officer for review and approval of each such variation. 5. Where a shop drawing or sample is required by the specifications,no related Project work shall be commenced prior to the Procurement Officer's review and approval of the shop drawing or samples. 6. The cost of furnishing all shop drawings and samples shall be borne by Contractor. V. Performance and Payment Bond. A. Contractor shall furnish a performance and payment bond in the amount of one half of the total Contract value for all Contracts over $50,000, as required by C.R.S. § 38-26-105, et seq. All Bonds shall be in the form acceptable to the County. All Bonds signed by an agent must be accompanied by a certified copy of the authority to act. B. If the surety on any Bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in any state or it ceases to meet the requirements of paragraph A of this Section, Contractor shall within five (5) days thereafter substitute another Bond and Surety, both of which must be acceptable to the County. 6 VI. Indemnity. A. The Contractor agrees to indemnify, hold harmless and, not excluding the County's right to participate, defend the County, its subsidiary, parent, associated and/or affiliated entities, successors, or assigns, its elected officials, trustees, employees, agents, volunteers, and any jurisdiction or agency issuing permits for any work included in the project,hereinafter referred to as indemnitee, from all suits and claims, including attorney's fees and cost of litigation, actions, loss, damage, expense, cost or claims of any character or any nature arising out of the work done in fulfillment of the terms of this Contract or on account of any act,claim or amount arising or recovered under workers' compensation law or arising out of the failure of the Contractor to conform to any statutes, ordinances, regulation, law or court decree. It is agreed that the Contractor will be responsible for primary loss investigation, defense and judgment costs where this contract of indemnity applies. In consideration of the award of this contract, the Contractor agrees to waive all rights of subrogation against the County its subsidiary, parent, associated and/or affiliated entities, successors, or assigns, its elected officials, trustees, employees, agents, and volunteers for losses arising from the work performed by the Contractor for the County. B. The Contractor further shall investigate, process, respond to, adjust,provide defense for and defend, pay or settle all claims, demands, or lawsuits related hereto at its sole expense and shall bear all other costs and expenses related thereto, even if the claim, demand or lawsuit is groundless,false or fraudulent. VII. Insurance. Contractor and subcontractors shall procure and maintain until all of their obligations have been discharged, including any warranty periods under this Contract are satisfied, insurance against claims for injury to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, its agents, representatives, employees or subcontractors. The insurance requirements herein are minimum requirements for this Contract and in no way limit the indemnity covenants contained in this Contract. The policies shall include, or be endorsed to include, the following provision: On insurance policies where the County is named as an additional insured, the County shall be an additional insured to the full limits of liability purchased by the Contractor even if those limits of liability are in excess of those required by this Contract. The County in no way warrants that the minimum limits contained herein are sufficient to protect the Contractor from liabilities that might arise out of the performance of the work under this Contract by the Contractor, its agents, representatives, employees, or subcontractors. The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverages. The Contractor is not relieved of any liability or other obligations assumed or pursuant to the Contract by reason of its failure to obtain or maintain insurance in sufficient amounts, duration, or types. Commercial General Liability Completed Operations coverage must be kept in effect for up to three (3)years after completion of the project. 7 A. Coverage and Limits of Insurance: Contractor shall provide coverage with limits of liability not less than those stated below. An umbrella and/or excess liability policy may be used to meet the minimum liability requirements provided that the coverage is written on a"following form"basis. 1. Statutory Workers' Compensation: Colorado statutory minimums a. Policy shall contain a waiver of subrogation against the County. b. This requirement shall not apply when a contractor or subcontractor is exempt under Colorado Workers' Compensation Act., AND when such contractor or subcontractor executes the appropriate sole proprietor waiver form. Minimum Limits: Coverage A(Workers' Compensation) Statutory Coverage B (Employers Liability) $ 500,000 $ 500,000 $ 500,000 2. Commercial General Liability—ISO 1CG 0001 form or equivalent (With County named additional insured) Minimum Limits: General Aggregate $ 2,000,000 Products/Completed Operations Aggregate $ 2,000,000 Each Occurrence Limit $ 1,000,000 Personal/Advertising Injury $ 1,000,000 Fire Damage(Any One Fire) $ 50,000 Medical Payments(Any One Person) $ 5,000 Coverage to include: • Premises and Operations • Explosions, Collapse and Underground Hazards • Personal/Advertising Injury • Products/Completed Operations • Liability assumed under an Insured Contract(including defense costs assumed under contract) • Independent Contractors • Designated Construction Projects(s) General Aggregate Limit, ISO CG 2503 (1997 Edition or equivalent) • Additional Insured—Owners, Lessees or Contractors Endorsement, ISO Form 2010 (2004 Edition or equivalent) • Additional Insured—Owners, Lessees or Contractors Endorsement, ISO CG 2037 (2004 Edition or equivalent) 8 • The policy shall be endorsed to include the following additional insured language on the Additional Insured Endorsements specified above: "County, its elected Board and employees". 3. Auto Liability: Bodily injury and property damage for any owned, hired, and non-owned vehicles used in the performance of this Contract. Minimum Limits: Bodily Injury/Property Damage(Each Accident) $ 1,000,000 4. Contractors Pollution Liability The County requires this coverage whenever work at issue under this Contract involves potential pollution risk to the environment or losses caused by pollution conditions (including asbestos)that may arise from the operations of the Contractor described in the Contractor's scope of services. Policy shall cover the Contractor's completed operations. Contractors Pollution Liability coverage (including Completed Operations)must be kept in effect for up to three (3)years after completion of the project. Coverage shall apply to sudden and gradual pollution conditions resulting from the escape of release of smoke, vapors, fumes, acids, alkalis,toxic chemicals, liquids, or gases, natural gas, waste materials, or other irritants, contaminants, or pollutants (including asbestos). If the coverage is written on a claims-made basis, the Contractor warrants that any retroactive date applicable to coverage under the policy precedes the effective date of this Contract; and that continuous coverage will be maintained or an extended discovery period will be exercised for a period of three (3)years beginning from the time that work under this contract is completed. a. The policy shall be endorsed to include the following as Additional Insureds: "Pitkin County, its subsidiary,parent, associated and/or affiliated entities, successors, or assigns, its elected officials,trustees, employees, agents, and volunteers named as an additional insured with respect to liability and defense of suits arising out of the activities performed by, or on behalf of the Contractor, including completed operations". Minimum Limits: Per Loss $ 1,000,000 Aggregate $ 1,000,000 5. Professional Liability Not Applicable to this Project 9 The Contractor shall maintain Professional Liability covering wrongful acts, • . . be kept in effect during the project and for up to three (3)years after completion of the project. a. Coverage shall apply for three (3) years after project is complete. b. Policy is to be on a primary basis; if other professional coverage is carried. Per Loss 0 Aggregate $ 2,000,000 6. Builders'Risk Insurance or Installation Floater—Completed Value Basis Not Applicable to this Project is located, Builders' Risk Insurance in the amount of the initial Contract Sum, plus a. Policy must provide coverage from the time any covered property • . . . . . . • _ interest in the property to be covered, whichever is later. c. The Builders' Risk insurance shall include interests of the County and if applicable, affiliated or associate entities,the General Contractor, d. The Builders' Risk Coverage shall be written on a Special Covered Cause •• - ' - - - - . • . - . . , ., . . . -, . . . _. . , • . . ., . . .. . . . 10 c. The Builders' Risk shall include a Beneficial Occupancy Clause. The construction. Contractor shall take reasonable steps to obtain consent of the any Occupancy Clauses within the Builder's Risk Policy. The Builder's Risk Policy shall remain in force until acceptance of the project by the County. f. Equipment Breakdown Coverage (a.k.a. Boiler& Machinery) shall be included as required by the Contract Documents or by law, which shall cold and hot testing). g. The deductible shall not exceed $25,000 and shall be the responsibility of the Contractor except for losses that involve all Acts of God such as flood, 7. Special Coverages (check as appropriate and insert amount): ® (1)Performance Bond $ 63,340.00 ❑ Labor and Material $ ❑ Payment Bond $ ❑ (2)Professional Errors and Omissions ❑ (3)Aircraft Liability ❑ (4)Owner's Protective ❑ (5)Boiler and Machinery ❑ (6)Loss of Use Insurance ❑ (7)Crime,including Employee Dishonesty Coverage, or Fidelity Bond B. Proof of Insurance: 1. Each insurance policy required by the insurance provisions of this Contract shall provide the required coverage and shall not be suspended, voided or canceled except after thirty(30) days prior written notice has been given to the County, except when cancellation is for non-payment of premium,then ten(10) days prior notice may be given. Such notice shall be sent directly to (County Representative's Name& Address). If the insurance carrier will not provide the required notice,the Consultant/Contractor and or its insurance broker shall notify the County of any cancellation, or reduction in coverage or limits of any insurance within seven(7)days of receipt of insurers' notification to that effect. Simultaneously with the Certificates of Insurance, the Contractor shall file with the Procurement Officer a certified statement as to claims pending against the required coverages, reserves established on account of such claims, defense costs expended and amounts remaining on policy limits. 11 2. In addition,these Certificates of Insurance shall contain the following clauses: a. The contractor's insurance shall be primary and non-contributory with any insurance or self insurance purchased by the County. b. The insurance companies issuing the policy or policies hereunder shall have no recourse against the County of Pitkin for payment of any premiums or for assessments under any form of policy. c. Any and all deductibles or self insured retentions in the above- described insurance policies shall be assumed by and be for the amount of, and at the sole expense of the Contractor. d. Location of operations shall be: "all operations and locations at which work for the referenced Project is being done." 3. Certificates of Insurance for all renewal policies shall be delivered to the County's Representative at least fifteen(15)days prior to a policy's expiration date except for any policy expiring on the expiration date of this contract or thereafter. 4. The County reserves the right to request and receive a copy of any policy and any policy endorsement at any time during the term of this contract. VIII. Exemptions and Preferences. A. All purchases of construction or building or any other materials for any Contract shall not include Federal Excise Taxes or Colorado State or local sales or use taxes. Pitkin County is exempt from such taxes under registration numbers 98-02624 and 84-78000-5K. B. Pursuant to state statute and to the extent permitted by law, Colorado labor shall be employed to perform the Project to the extent of not less than eighty percent (80%) of each type or class of labor employed on such project; except for highway construction, which is subject to C.R.S. § 43-2-208, which provides that all laborers shall be bona fide residents of Colorado with a preference to residents of the County where the Project is performed. IX. Protection and Restoration of Property and Landscape; Hazardous Materials. A. Protection and Restoration of Property and Landscape. 1. The Contractor shall be responsible for the preservation of all public and private property and shall carefully protect from disturbance or damage all land and property, as well as any monuments and property marks until the Procurement Officer has witnessed or otherwise referenced their location and shall not remove them until directed. 2. The Contractor shall be responsible for all damage or injury to property of any character, during the prosecution of the Project, resulting from any act, omission, neglect,or misconduct in its manner or method of executing the Project, or at any time due 12 to defective Project work or materials, and said responsibility shall not be released until the project shall have been completed and accepted. 3. When or where any direct or indirect damage or injury is done to public or private property by or on account of any act, omission, neglect, or misconduct by the Contractor in the execution of the Project, or in consequence of the non-execution thereof by the Contractor, it shall restore, at its own expense, such property to a condition similar or equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise restoring as may be directed, or it shall make good such damage or injury in an acceptable manner. 4. Materials storage,equipment parking,vehicle parking and stockpiling excavated materials shall be allowed only in those areas designated by the Procurement Officer. 5. If the Contractor disturbs any of the landscape not called for removal, it shall restore those areas as directed by the Procurement Officer at the Contractor's expense. B. Hazardous Materials 1. The County shall not be responsible for the cost of and the removal or cleanup of Hazardous Materials found in any materials brought to the Project site,after the Project site is turned over to the Contractor. 2. The Contractor shall provide the Procurement Officer with a written certification each time materials or equipment is brought onto the Project site that such materials or equipment do not contain Hazardous Materials. X. County Work at the Project Site. A. The County may perform other work related to the Project at the site by the County's own forces, have other work performed by utility owners or let other direct contracts therefor which shall contain terms similar to these. The Contractor shall perform and coordinate its activities with other contractors to avoid conflict and minimize disruptions. B. The Contractor shall afford each utility owner and other contractor who is a party to such a direct contract (or the County if the County is performing the additional work with the County's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such work, and shall properly connect and coordinate the work with theirs. The Contractor shall do all cutting, fitting and patching of the Project that may be required to make its several parts come together properly and integrate with such other work. The 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 Procurement Officer and the others whose work will be affected. The duties and responsibilities of Contractor under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of the Contractor in said direct contracts between the County and such utility owners and other contractors. 13 C. If any part of the Contractor's Project depends for proper execution or results upon the work of any such other contractor or utility owner(or the County),the Contractor shall inspect and promptly report to the Procurement Officer in writing any delays, defects or deficiencies in such work that render it unavailable or unsuitable for such proper execution and results. The Contractor's failure to report such conditions will constitute an acceptance of the other work as fit and proper for integration with the Contractor's Project except for latent or non-apparent defects and deficiencies in the other work. XI. Changes in the Project and Use of Change Orders. A. The County may, from time to time,request changes in the scope of services of the Contractor to be performed hereunder. 1. The Procurement Officer shall issue a notice informing the Contractor of a planned change in the Project and requesting the Contractor's detailed price proposal and adjusted schedule of work. The Contractor shall submit a priced proposal for performing the proposed change in the Project within five (5) days of notice or such other time acceptable to both parties. When the Contractor and the County reach agreement on the adjustments to the Contract price and/or Contract time, and changes in the Project, such adjustments shall be promptly recorded in an executed Change Order. B. All Contractor initiated change requests shall be submitted to the County and the Procurement Officer in a letter or written notice with the reference notation "Contractor Change Request". If the Contractor: (i) receives any oral or written instructions, directives or interpretations of Contract Documents, or determinations from the Procurement Officer or, (ii) identifies what it believes are design errors or omissions in the Contract Drawings or Specifications, or (iii) encounters a differing site condition; or, (iv) is delayed in the progress of the Project; or, (v) becomes aware of any other matter or circumstance which it believes would require a change in the Contract Price or Contract Time,the Contractor shall give the Procurement Officer prompt written notice of such matters. 1. All Contractor change requests shall be dated, numbered sequentially, and shall describe the action or event which the Contractor believes may require an extension in time, price or other modification. The Contractor shall also provide descriptions of possible Contractor actions or solutions to minimize the cost of the Contractor change request and, provide an estimate of the adjustment in the Contract price and/or Contract time,which it believes is appropriate. 2. Contractor Time Requirements. a. With respect to orders, instructions, directives, interpretations, determinations,or the discovery of any errors or omissions in this Contract, a Contractor change request shall be submitted before the Contractor acts on them,but in no event more than ten(10)consecutive calendar days after they were received or discovered. 14 b. With respect to any differing site conditions, a Contractor change request shall be submitted before the conditions are disturbed, but in no event more than ten(10) consecutive calendar days after the conditions are first discovered. c. With respect to delays, a Contractor change request shall be submitted as soon as the Contractor has knowledge of the delay, but in no event more than ten(10) consecutive calendar days therefrom. d. With respect to any matters or circumstance which the Contractor believes would require a change, including delays, a Contractor change request shall be submitted as soon as the Contractor has knowledge of the matter or circumstance, but in no event more than ten (10) consecutive calendar days after the Contractor becomes aware of such circumstance or matter. 3. Submittal Requirements and Waiver of Claims a. If the Contractor does not submit a Contractor change request within the time required above, any action by the Contractor related to such order, direction, instruction, interpretation, determination, design error or omission, or other matter, including delays or differing site conditions, will not be considered by the County as a change to the Project and the Contractor waives any claim for an adjustment on the Contract price or the Contract time. b. The Contractor shall, at the time a Contractor change request is submitted provide the Procurement Officer with a complete and itemized proposal of Contract price and time adjustments. The proposal shall also contain a detailed explanation, citing all applicable provisions in this Contract, which supports the Contractor change request. If the Contractor does not submit its itemized proposal within the time described above or within such extension, which the Procurement Officer, in his/her discretion may have granted in writing, it waives any claim for an adjustment in the Contract price or Contract time arising out of the act or event described in the Contract change request. c. If a Contractor change request is denied by the Procurement Officer, in whole or in part, any claim for an increase in the Contract price or Contract time arising out of the act or event described in the Contractor change request is waived unless the Contractor timely complied with the provisions of paragraphs 2(a-d) of this Section. XII. Warranty and Guarantee; Tests and Inspections; Correction, Removal or Acceptance of Defective Project Work. A. Warranty. 15 1. The Contractor warrants and guarantees to the County that all Project work, whether supplied,furnished,installed,provided,or performed by Contractor,a subcontractor, or supplier, will be in accordance with this Contract and will not be defective and that all Project work shall be performed in a skillful and workmanlike manner. Additionally, the Contractor shall warrant that all equipment which is incorporated into the Project or any subsystem shall be new, free from liens and defects in design, have clear title, be free from faulty materials and workmanship, and shall conform in all aspects to the terms of this Contract, to the drawings issued for manufacture by the Contractor, and shall be in conformance with the those technical specifications provided in Section II (Scope of Work) of this Contract and Contractor's Proposal. Except where longer periods of warranty are indicated for certain items, Contractor warrants Project work, whether furnished, installed, provided, performed or supplied by Contractor, a subcontractor or supplier, to be free from faulty materials and workmanship and that each piece of equipment or any part thereof incorporated into the Project or any subsystem shall conform to the aforementioned warranty and guarantee provisions and be free from failure for a period of not less than Two Years from date of Final Payment. Landscaping replacement shall be warranted for two(2)growing seasons. 2. With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Project work performed and materials furnished under the Contract,the Contractor shall: a. Obtain all warranties that would be given in normal commercial practice. To the extent that the subcontractor's, manufacturer's, or supplier's, standard warranty exceeds the minimum County requirements as set forth in this Section or elsewhere in this Contract,the subcontractor's,manufacturer's, or supplier's standard warranty shall apply. b. Require all warranties to be executed,in writing,for the benefit of the County, if directed by the Procurement Officer;or c. Enforce all warranties for the benefit of the County, if directed by the Procurement Officer. d. Assign all warranties and guarantees in writing to the County upon the request of the County. B. Access to Project. The Procurement Officer and the Procurement Officer's representatives,other representatives of the County,testing agencies and governmental agencies with jurisdictional interests shall have access to the Project, at any time for their observation, inspecting and testing. Contractor shall provide proper and safe conditions for such access. C. Tests and Inspections. 16 1. The Contractor shall cooperate with material testing persons and firms, and for required inspections, and compliance and approval tests for the work performed by the Contractor or its subcontractor. 2. If any laws, ordinances, rules, regulations, code or order of any public body having jurisdiction requires any Project work (or part thereof) to specifically be inspected, tested or approved, the Contractor shall assume full responsibility therefore, pay all costs in connection therewith and furnish the Procurement Officer the required certificates of inspection,testing or approval. The Contractor shall also be responsible for and shall pay all costs in connection with any inspection or re-testing required in connection with the County's or the Procurement Officer's acceptance of a supplier of materials or equipment proposed to be incorporated in the Project, or of materials or equipment submitted for approval prior to the Contractor's purchase thereof for incorporation in the Project. The cost of all inspections, testing,re-testing and approvals in addition to the above which are required by this Contract shall be paid by the Contractor (unless otherwise specified). The County will conduct and pay for the conformance tests on materials installed in-place,and the Contractor shall pay for re-testing of all failing and non-conforming materials thereafter. 3. All inspections, tests or approvals other than those required by laws, ordinances, rule, regulations, code, or order of any public body having jurisdiction shall be performed by organizations acceptable to the Procurement Officer. 4. If any Project work(including the work of others)that is to be inspected,tested or approved is covered without written concurrence of the Procurement Officer, it must be uncovered for observation. Such uncovering and testing when required by the Procurement Officer shall be at the Contractor's expense. 5. Neither observations by the Procurement Officer nor inspections, tests or approvals by others shall relieve the Contractor from the Contractor's obligations to perform the Project in accordance with this Contract. D. Correction or Removal of Defective Work. If required by the Procurement Officer or the County, the Contractor shall promptly, as directed, either correct all defective Project work, whether or not fabricated, installed or completed, or, if the Project work has been rejected by the Procurement Officer or the County,remove it from the site and replace it with non-defective Project work. The Contractor shall bear all direct, indirect and consequential costs of such correction or removal (including but not limited to fees and charges of engineers, architects, attorneys and other professionals)made necessary thereby. E. Correction Period. If within two (2) years after the date of Final Payment or such longer period of time as may be prescribed by laws or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Project work is found to be defective, the Contractor shall promptly without cost to County and in accordance with County's written instructions,either correct such defective Project work,or, if it has been rejected by County, remove it from the site and replace it with non-defective Project work. If the Contractor does not promptly(within seven(7)days from receipt)comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage,the County 17 may have the defective Project work corrected or the rejected Project work removed and replaced, and all direct, indirect and consequential costs of such removal and replacement (including but not limited to fees and charges of engineers,architects,attorneys and other professionals)will be paid by the Contractor. Contractor shall also pay for any damage to other Project work, other property, or person,which occurred as a result of the defective Project work. F. County May Correct Defective Work. If the Contractor fails within ten (10) consecutive calendar days after written notice of the Procurement Officer or the County to proceed to correct and to correct defective Project work or to remove and replace rejected Project work as required by the Procurement Officer or the County in accordance with paragraph D of this Section, or if the Contractor fails to perform the Project work in accordance with the Contract Documents,or if the Contractor fails to comply with any other provision of the Contract Documents, the County may, after seven (7) days' written notice to the Contractor, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph the County shall proceed expeditiously to the extent necessary to complete corrective and remedial action. The County may exclude the Contractor from all or part of the site, take possession of all or part of the Project, and suspend the Contractor's services related thereto, take possession of the Contractor's tools, appliances, construction equipment and machinery at the site and incorporate in the Project all materials and equipment stored at the site or for which the County has paid the Contractor but which are stored elsewhere. The Contractor shall allow the County, the County's representatives, agents and employees such access to the site as may be necessary to enable the County to exercise the rights and remedies under this paragraph. All direct,indirect and consequential costs of the County in exercising such rights and remedies will be charged against the Contractor, and a Change Order will be issued by the County incorporating the necessary revisions in the Contract price. Such direct, indirect and consequential costs will include but not be limited to fees and charges of engineers, architects, attorneys and other professionals, all court costs and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or replacement of the Contractor's defective Project work. The Contractor shall not be allowed an extension of the Contract time because of any delay in performance of the Project work attributable to the exercise by the County of the County's rights and remedies hereunder. XIII. Liquidated Damages. It is the County's intent to complete this project no later than (DATE). Liquidated damages of ($ 1000.00) per calendar day shall be paid if project is not completed by that deadline. A. Time for Completion. It is hereby understood and mutually agreed,by and between the Contractor and the County,that the date of beginning Project work and the time of completion as specified herein are essential conditions of the Contract. The Contractor agrees that said Project shall be prosecuted regularly, diligently, and at such rate of progress as will ensure completion within the time(s) specified. It is expressly understood and agreed, by and between the Contractor and the County,that the time(s) for completion of the Project described herein are reasonable time(s)for the completion of the Project,taking into consideration the average climatic conditions prevailing in the locality of the Project. B. Time is of the Essence to the Contract. It is further agreed that time is of the essence in completing the Project,and that the Project Work Schedule and all dates set forth therein and where 18 in this Contract, an additional time is allowed for the completion of the Project, the new time limit fixed by such extension shall be of the essence of the Contract. C. Liquidated Damages. Completion of the Project is of paramount importance to the County.If any portion of the Project is not completed in accordance with any time extensions granted by the County,the County will suffer damage,the extent of which will be impractical and extremely difficult to estimate accurately. Therefore, as part of the consideration for executing the Contract, it is hereby agreed that the Contractor shall pay to the County the liquidated damage amounts specified in the Contract. This particular provision shall not be construed as a penalty upon said Contractor for failing fully to complete said Project as agreed in the Proposal and this Contract nor is it intended,but as Liquidated Damages to compensate the County for all costs incurred as a result of such breach of Contract. D. Delays in Project Completion of Construction Phase. Subject to the terms of "Excusable Delays", as contained in paragraph E of this Section, the Contractor expressly agrees to pay the County as a reasonable estimate of just compensation for damages contemplated with the clause,the amount set forth as liquidated damages for each consecutive calendar day that completion is delayed in the construction of the Project. E. Excusable Delays -Force Majeure. If,by reason of Force Majeure, any party hereto shall be rendered unable wholly or in part to carry out its obligations under this Contract then such party shall give notice and full particulars of such Force Majeure in writing to the other party within a reasonable time after occurrence of the event or cause relied upon, and the obligation of the party giving such notice, so far as it is affected by such Force Majeure, shall be suspended during the continuance of the liability then claimed, but for no longer period, and any such party shall remove or overcome such inability with all reasonable dispatch.The term Force Majeure as employed herein, shall mean acts of God,strikes,lockouts,or other industrial disturbances,acts of public enemy,orders of any kind of the Government of the United States or the State of Colorado or any political subdivision, except the County, or any civil or military authority, insurrection, riots, epidemics, landslides, lightning, earthquakes, fires, hurricanes, storms, floods, washouts, droughts, arrests, restraint of government and people, civil disturbances, explosions, breakage or accidents to machinery,pipelines,or canals,or other causes not reasonably within the control of the party claiming such inability. It is understood and agreed that the settlement of strikes and lockouts shall be entirely within the discretion of the party having the difficulty,and that the above requirement that any Force Majeure shall be remedied with all reasonable dispatch shall not require the settlement of strikes and lockouts by acceding to the demands of the opposing party or parties when such settlement is unfavorable to it in the judgment of the party having the difficulty. F. Cumulative Remedy. The liquidated damages referred to herein are intended to be and are cumulative and shall be in addition to every other remedy now or hereafter enforceable at law, in equity,by statute,or under Contract. XIV. Termination of Contract. A. The County may terminate this Contract upon the occurrence of any one or more of the following events: 19 1. If the Contractor commences a voluntary case under any chapter of the Bankruptcy Code(Title II,United States Code),as now or hereafter in effect,or if Contractor takes any equivalent or similar action by filing a petition or otherwise under any other federal or state law in effect at such time relating to the bankruptcy or insolvency; 2. If a petition is filed against Contractor under any chapter of the Bankruptcy Code as now or hereafter in effect at the time of filing,or if a petition is filed seeking any such equivalent or similar relief against Contractor under any other federal or state law in effect at the time relating to bankruptcy or insolvency; 3. If the Contractor makes a general assignment for the benefit of creditors; 4. If a trustee, receiver, custodian or agent of Contractor is appointed under applicable law or under Contract, whose appointment or authority to take charge of property of Contractor is for the purpose of enforcing a Lien against such property or for the purpose of general administration of such property for the benefit of Contractor's creditors; 5. If the Contractor persistently fails to perform the Project in accordance with this Contract including but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the work schedule established in this Contract; 6. If the Contractor disregards laws, ordinances, rules, regulations, or orders of any public body having jurisdiction; B. Termination Prior to Expiration of Contract Term. The County has the right to terminate this Contract, with or without cause, by giving written notice to the Contractor of such termination and specifying the effective date thereof. Such notice shall be given at least ten (10) days before the effective date of such termination. In such event all finished or unfinished documents, data, studies and reports prepared by the Contractor pursuant to this Contract shall become the County's property. Contractor shall be entitled to receive compensation in accordance with the Contract for any satisfactory Project work completed pursuant to the terms of this Contract prior to the date of termination. Notwithstanding the above, Contractor shall not be relieved of liability to the County for damages sustained by the County by virtue of any breach of the Contract by the Contractor. XV. Independent Contractor Status. A. The parties to this contract intend that the relationship between them contemplated by the contract is that of independent contractor. Contractor, and any agent, employee, or servant of Contractor shall not be deemed to be an employee, agent, or servant of Pitkin County. B. Contractor is not required to offer his services exclusively to Pitkin County under this contract. Contractor may choose to work for other individuals or entities during the term of this contract,provided that the basic services and deliverable products required under this contract are submitted in the manner and on the schedule defined under this contract. 20 C. Contractor warrants that all work produced will conform to all applicable industry standard of care, skill and diligence in the performance of Contractor's obligations under this contract. D. Contractor shall not attempt to oversee or supervise the work or actions of any Pitkin County employee, servant or agent in the course of completing work under this contract. E. Contractor is not entitled to any Workers' Compensation benefits through Pitkin County and is responsible for payment of any federal, state, FICA and other income taxes. F. The Contractor shall be required to complete and submit to the County, a Form W-9 Taxpayer Identification Number Request. XVI. Computation of Time. A. When any period of time is referred to in this Contract by days,it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a legal holiday, such day will be omitted from the computation. B. All times stated in this Contract are of the essence. XVII. Records and Cost Pricing Data. A. The Contractor shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Project Directive Changes, Field Orders and written interpretations and clarifications in good order and annotated and updated weekly to show all changes made during construction. These record documents together with all approved samples will be available to the Procurement Officer for reference. Upon completion of the Project, these record documents and samples will be delivered to the Procurement Officer for the County. B. The Contractor shall maintain all data and records pertinent to the Project performed under this Contract, in accordance with generally accepted accounting principles, and shall preserve and make available all data and records until the expiration of three (3) years from the date of final payment under this Contract, or for such longer period, if any, as is required by applicable statute or by other articles of this Contract. The County shall have access to all such data and records for such time period to inspect, audit and make copies thereof during normal business hours. The Contractor covenants and agrees that it shall require that any subcontractor utilized in the performance of this Contract permit the authorized representatives of the County to similarly inspect and audit all data and records of said subcontractors relating to the performance of said subcontractors under this Contract for the same time period. C. If this Contract is completely or partially terminated,the records relating to the Project terminated shall be made available for three (3)years after any resulting final termination payment. 21 D. Records pertaining to appeals or to litigation or the settlement of claims arising under or relating to the performance of this Contract shall be made available until disposition of such appeals,litigation, or claims. XVIII. Miscellaneous. A. Assignability. This Contract is not assignable by either party. Any use of subcontractors by the Contractor for performance of this Contract must be accepted in writing by the County. B. Binding Arbitration. Any disputes arising out of this Contract shall be subject to binding arbitration. The parties agree that any disputes concerning the terms and conditions of this Contract shall be submitted and finally settled by arbitration. Arbitration shall be conducted pursuant to the rules of the American Arbitration Association and shall be presided over by the Pitkin County Hearing Officer appointed to arbitrate Pitkin County Contract disputes. Costs of the arbitration shall be awarded to the substantially prevailing party. C. Severability. If any term, section, or other provision of this Contract shall, for any reason, be held to be invalid or unenforceable, the invalidity or unenforceability of such term, section, or other provision shall not affect any of the remaining provisions of this Contract, and to this end, each term, section and provision of this Contract shall be severable. D. Integration and Modification. This Contract represents the entire and integrated Contract between the County and the Contractor and supersedes all prior negotiations, representations, or Contract, either written or oral. This Contract may be amended only by written Contract signed by both the County and the Contractor. E. Contract Made in Colorado. The parties agree that this Contract was made in accordance with the laws of the State of Colorado and shall be so construed. Venue is agreed to be exclusively in the courts of Pitkin County, Colorado. F. Attorney's Fees. In the event that legal action is necessary to enforce any of the provisions of this Contract including the arbitration described in this section, the substantially prevailing party shall be entitled to its costs and reasonable attorney's fees. G. Governmental Immunity. Contractor agrees and understands that Pitkin County is relying on and does not waive the monetary limitations or terms or any other rights, immunities, and protections provided by the Colorado Governmental Immunity Act,24-10-101,et seq.,C.R.S., as from time to time amended,or otherwise available to Pitkin County or any of its officers,agents or employees. Further,nothing in this Contract shall be construed or interpreted to require or provide for indemnification of the Contractor by the County for any injury to any person or any property damage whatsoever which is caused by the negligence or other misconduct of the County or its agent or employees. H. Current Year Obligations. The parties acknowledge and agree that any payments provided for hereunder or requirements for future appropriations shall constitute only currently budgeted expenditures of Pitkin County. Pitkin County's obligations under this Contract are 22 subject to Pitkin County's annual right to budget and appropriate the sums necessary to provide the services set forth herein. No provisions of the Contract shall constitute a mandatory charge or requirement in any ensuing fiscal year beyond the then current fiscal year of Pitkin County. I. Notice. Any notice required by this Contract shall be deemed delivered through either of the following: (1)hand delivery to the person at the address below or(2)by certified first class mail, postage prepaid,return receipt requested addressed as follows: 1. To Pitkin County with copies to: Chris Baroody, Project Engineer Pitkin County Attorney's Office 76 Service Center Road 530 E. Main Street, #302 Aspen, Colorado 81611 Aspen, Colorado 81611 Fax: (970) 920-5374 Fax: (970) 920-5198 2. To Contractor: Damian Ellsworth,Vice-President Frontier Paving, Inc. P.O. Box 1167 Silt, CO 81652 Fax: (970) 625-2715 J. Waiver. No waiver by either party of any right, term or condition of this Contract shall be deemed or construed as a waiver of any other right, term or condition, nor shall a waiver of any breach hereof be deemed to constitute a waiver of any subsequent breach, whether of the same or of a different provision of this Contract. XIX. Contractor's Representations. A. In order to induce County to enter into this Contract, Contractor makes the following representations: 1. Contractor has familiarized himself with the nature and extent of this Contract, Project, locality, and with all local conditions and federal, state, and local laws, ordinances, rules and regulations that in any manner may affect cost, progress, or performance of Project. 2. Contractor has carefully studied the site and has performed all necessary investigations, tests, and subsurface investigations to define the latent physical conditions of the construction site affecting cost,progress, or performance of Project. 3. Contractor has made or caused to be made examinations,investigations,and tests and studies of such reports and related data as it deems necessary for the performance of Project at the Contract price, within the Contract time, and in accordance with the other terms and conditions of this Contract;and no additional examinations,investigations,tests, reports, or similar data are or will be required by Contractor for such purposes. 23 4. Contractor has correlated the results of all such observations,examinations, investigations, tests, reports and data with the terms and conditions of this Contract. 5. Contractor has given Procurement Officer written notice of all conflicts, errors, or discrepancies that it has discovered in this Contract, and the written resolution thereof by Procurement Officer is acceptable to Contractor. 6. By executing this Contract, the Contractor represents that it has visited the site, familiarized itself with the local conditions under which the Project work is to be performed (including weather conditions which can be expected), and correlated its observations with the requirements of this Contract. 7. The undersigned representative of Contractor represents that it is an authorized representative of Contractor for the purposes of executing this Contract and that it has full and complete authority to enter into this Contract on behalf of Contractor. XX. Counterparts. This Contract may be executed in multiple counterparts,each of which shall constitute an original, but all of which shall constitute one and the same document. XXI. Public Contracts for Services and Public Contracts with Natural Persons. In conformance with the provisions of C.R.S. § 8-17.5-101 and 102, as amended and C.R.S. § 24-76.5-101, as amended PUBLIC CONTRACTS FOR SERVICES. CRS §8-17.5-101. [Not Applicable to agreements relating to the offer, issuance, or sale of securities, investment advisory services or fund management services,sponsored projects, intergovernmental agreements, or information technology services or products and services] Contractor certifies, warrants, and agrees that it does not knowingly employ or contract with an illegal alien who will perform work under this contract and will confirm the employment eligibility of all employees who are newly hired for employment in the United States to perform work under this contract,through participation in the E-Verify Program or the Department program established pursuant to CRS §8-17.5- 102(5)(c), Contractor shall not knowingly employ or contract with an illegal alien to perform work under this contract or enter into a contract with a subcontractor that fails to certify to Contractor that the subcontractor shall not knowingly employ or contract with an illegal alien to perform work under this contract. Contractor(a) shall not use E-Verify Program or Department program procedures to undertake pre-employment screening of job applicants while this contract is being performed, (b) shall notify the subcontractor and the contracting State agency within three days if Contractor has actual knowledge that a subcontractor is employing or contracting with an illegal alien for work under this contract, (c) shall terminate the subcontract if a subcontractor does not stop employing or contracting with the illegal alien within three days of receiving the notice, and (d) shall comply with reasonable requests made in the course of an investigation, undertaken pursuant to CRS §8-17.5-102(5), by the Colorado Department of Labor and Employment. If Contractor participates in the Department program, Contractor shall deliver to the contracting State agency, Institution of Higher Education or political subdivision a written, notarized affirmation, affirming that Contractor has examined the legal work status of such employee, and shall comply with all of the other requirements of the Department program. If Contractor fails to comply with any requirement of this provision or CRS §8-17.5-101 et seq., 24 the contracting State agency, institution of higher education or political subdivision may terminate this contract for breach and, if so terminated, Contractor shall be liable for damages. PUBLIC CONTRACTS WITH NATURAL PERSONS. CRS §24-76.5-101. Contractor, if a natural person eighteen(18)years of age or older,hereby swears and affirms under penalty of perjury that he or she(a) is a citizen or otherwise lawfully present in the United States pursuant to federal law, (b) shall comply with the provisions of CRS §24-76.5-101 et seq., and (c)has produced one form of identification required by CRS §24-76.5-103 prior to the effective date of this contract. IN WITNESS WHEREOF,the parties have executed this Contract as of the date first set out herein above. CONTRACTOR Front'er P. g, Inc. Y• ame Title ' t ks—/- 11) .Q0/{ Date PITKIN COUNTY, COLORADO MANAGER APPROVAL: S TION : PROVAL: I�� 11 L g ��I: •.411L Jon Peacock, Date " . ettet, 1►at- County Manager 'Section Leader RECOMMENDED FOR APPROVAL: „_400;41,1„. „.„. /6- s/z51/6 Gerald Fielding, Date Chris it roo• Date County Engineer Project Engine= IF A NON- STANDARD/ADDITIONAL LANGUAGE ADDED: • �• � . •.. _ , jar I\VA 25 Intentionally Left Blank 26 Contract# 246.2016 Rev. 8.31.11 jaa Budget Line Item# 110.54.96300.82000 West Sopris Creek Road 4yT.KIN COUNT1 • NOTICE OF AWARD Date: August 17, 2016 To: Frontier Paving Inc. P.O. Box 1167 Silt, CO 81652 The Owner, having duly considered the Proposal submitted on August 11, 2016, for the work or purchase covered by the Contract Document titled The West Sopris Creek Road Patching Project in the amount of;$126,680.00, and it appearing that the Price and other information in your Proposal Form is fair, equitable and to the best interest of the Owner, the offer in your Proposal Form is hereby accepted. In accordance with the terms of the Contract Documents, you are required to execute the Agreement in one original of contract within ten (10) consecutive days from this Notice of Award. In addition you are required to furnish in the said time Certificates of Insurance evidencing compliance with the requirement for insurance as stated in the Contract Documents to: Chris Baroody P.E., Project Engineer 76 Service Center Road Aspen, CO 81611 PITKIN COUNTY0:-.-74 By: / - / Chris : .roody, ' -==---A 'TANCE OF NOTICE== --- ---=_ Recei,t of the above Notice of ward is hereby acknowledged 3 / this// day of /2 k E,7, 2016. Title f0ra S ,00.42.1cr 24 Intentionally Left Blank 18 Contract# 246.2016 Rev.08.29.1 1 jaa Budget Line Item# 110.54.96300.82000 West Sopris Creek Road PROPOSAL FORM Proposal Time: 3:00 PM Proposal Date: 08/11/16 From: Frontier Paving Inc. PO Box 1167 Silt,CO 81652 Phone 970-625-2224 Fax 970-625-2715 E-mail Address: dave@frontierpavinginc.com To: THE PITKIN COUNTY BOARD OF COUNTY COMMISSIONERS c/o Chris Baroody P.E.,Project Engineer 76 Service Center Road Aspen, CO 81611 For: West Sopris Creek Road Patching Project Pursuant to a request by the Pitkin County Commissioners, the undersigned Proposer having examined this Request for Proposals (RFP), including the site of the proposed Project and being familiar with conditions surrounding the construction of the proposed Project, including the availability of materials and labor hereby proposed to furnish all labor, materials, supplies, bonds,permits, services and supervision required to perform the Project for the project identified above and listed below and as detailed in this RFP for the sum of: The lump sum of One Hundred Twenty-Six Thousand Six Hundred Eighty&00/100 Dollars($126,680.00) The project will be completed within 7 working days of initiating the Project. Description: 2� Contract# 246.2016 Rev.08.29.11 jaa Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Statement and Detailed Approach to Project: See Attached Proposed project timeline: See Attached Proposed Payment Schedule: When Completed Qualifications of Proposer: Please insert names address, phone numbers and description of similar Project for Reference Checks. 1. Pitkin County Board of Bounty Commissioners- 530 E Main St, Ste 300,Aspen, CO 81611 Chris Baroody-970-920-5291 Hunter Creek Rd,Conundrum Creek Rd1 Buttermilk Parking Lot 2.Pitkin County Board of County Commissioners- 530 E Main St,Ste 300,Aspen,CO 81611 Gary Tennebaum- 970-920-5355 RGT- RF Gorge Phase I,Snowmass Creed Rd,Red Ranch Open Space Trail&Basalt Old Snowmass Trr 3. Garfield County Road&Bridge-0298 Cty Rd 333A, Rifle,CO 81650 Deb Fiscus-970-625-8601 County Road 312 - Garfield Creek QUALIFICATIONS OF PERSONNEL Please list assigned personnel and their qualifications 1. Dave Heiberfler Qualifications: See Attached List of similar Project performed: See Attached 30 Contract# 246.2016 Rev.08.29.11 jaa Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Reference Name, & Phone Number: See Attached 2. Damian Ellsworth Qualifications: 16 years of experience in earthmoving,grading, asphalt paving and underground utilities List of similar Project performed: Pitkin County Board of County Commissioners - Chris Baroody Pitkin County Board of County Commissioners - Gary Tennebaum Garfield County Road &Bridge Reference Name,&Phone Number: Pitkin County BOCC- Chris- 970-920-5291.Gary 970-920-5355 Town of Silt- Terry- 970-876-2353, Roaring Fork Club - Chris 970-927-6060, Garfield Cty Rd&Bridge Deb Fiscus 970-625-8601 3- Jeff Armstrong Qualifications: 17 Years of experience in earthmoving, grading, underground utilities and asphalt List of similar Project performed: Pitkin County Board of County Commissioners - Chris Baroody Pitkin County Board of County Commissioners- Gary Tennebaum Garfield County Road&Bridge Reference Name, &Phone Number: Pitkin County BOCC- Chris - 970-920-5291,Gary 970-920-5355 Town of Silt- Terry- 970-876-2353,Roaring Fork Club - Chris 970-927-6060, Garfield Cty Rd &Bridge Deb Fiscus 970-625-8601 It is further understood that the right is reserved by the County to reject any and all proposals and it is agreed that the proposals may not be withdrawn for a period of ten (10) days from specified time for receiving proposals. The Proposer acknowledges receipt of Addenda Nos. N/A The right is reserved to waive any informalities and to reject any Proposal. (Type/Print name under all signatures) Dated this 10th day of August ,2016 3l Contract# 246.2016 Rev.08.29.1 I jaa Budget Line Item# 110.54.96300.82000 West Sopris Creek Road (Corporate seal) PR• 'OS -R: �. ,F les Ellsworth, President (camL tested Debby Ellsworth,Secretary/ reasurer SIGNATURES: If the proposal is being submitted by a Corporation, the Proposer should be signed by an officer, i.e. President or vice-president. The signature of the officer signing shall be attested to by the secretary and properly sealed. If the proposal is being submitted by an individual or a partnership, the proposal shall so indicate and be properly signed. (Attach a Separate Sheet for Suggested Cost Savings Alternatives) 32 Contract# 246.2016 Rev.08.29.11 jaa Budget Line Item # 110.54.96300.82000 West Sopris Creek Road BID SCHEDULE A. WEST SOPRIS CREEK ROAD PATCHING PROJECT BASE BID WEST SOPRIS CREEK ROAD PATCHING PROJECT ITEM UNITS CONTRACT ITEM QUANTITY UNIT TOTAL COST COST 202-00220 SY REMOVAL OF ASPHALT MATERIAL 1617 $ 7.00 $ 11,319.00 44.00 19,800.00 203-00000 CV UNCLASSIFIED EXCAVATION 450 $ $ 304-02000 TON AGGREGATE BASE COURSE(CLASS 2) 83 $ 48.00 $ 3,984.00 304-06000 TON AGGREGATE BASE COURSE(CLASS 6) 484 $ 38.00 $ 18,392.00 403-34721 TON HOT MIX ASPHALT(GRADING SX)(75)(PG 58-28) 312 $ 155.00 $ 48,360.00 420-00134 SY GEOTEXTILE(SEPERATOR)(CLASS III) 125 $ 7.00 $ 875.00 620-00020 EA SANITARY FACILITY 1 $ 650.00 $ 650.00 626-00000 LS MOBILIZATION 1 $ $ 8,500.00 8,500.00 627-00001 GAL PAVEMENT MARKING PAINT 4 $ $ 450 00 1,800 00 630-00000 LS CONSTRUCTION ZONE TRAFFIC CONTROL 1 $ 8,000.0C $ 8,000.00 700-70010 FA F/A MINOR CONTRACT REVISIONS 1 $ 5,000 $ 5,000 TOTAL COST OF WEST SOPRIS CREEK ROAD PATCHING PROJECT $ 126,680.00 IN WORDS: One Hundred Twenty-Six Thousand Six Hundred Eighty and 00/100 Dollars 33 FRONT-4 OP ID: IT AIC- ®R® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDlYYYY) �--'' 08/09/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:CONTACT Iryna Trauger Neil-Garing Insurance PHONE FAX PO Box 1576 (A1C,No,Ext):970-945-9111 (A/C,No): 970-945-2350 Glenwood Springs,CO 81602 E-MAIL itrau erneil- arin com ADDRESS: g g• Tom Reece,CIC INSURER(S)AFFORDING COVERAGE NAIL i! INSURER A:Employers Mutual Casualty Co. INSURED Frontier Paving, Inc. INSURER B:Pinnacol Assurance Bedrock Resources, LLC INSURER C:Allianz Global Corporate&Spe 22837 PO Box 1167 Silt, CO 81652 INSURER D:Nautilus Insurance Group INSURER E: _INSURER F: _ COVERAGES CERTIFICATE NUMBER: 1 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDLSOSUBR POLICY NUMBER I POLICY EFF POLICY EXP LIMITS (MM1DDlYYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR X 3X4028317 06/01/2016 06/01/2017 DAMAGE TO RENTED 100,000 PREMISES{Ea occurrence) 5 MED EXP(My one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY X jECr LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) A ( X I ANY AUTO 3X4028317 06/01/2016 06/01/2017 BODILY INJURY(Per person) S ALL OWNED — SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS XX NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (Per accident) _ S X UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 2,000,000 A EXCESS LIAB CLAIMS-MADE 3X4028317 06/01/2016 06/01/2017 AGGREGATE $ 2,000,000 DED X RETENTIONS 10,000 $ WORKERS COMPENSATION X STATPER AND EMPLOYERS'LIABILITY UTE X ITH- E0R B ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N X 4057059 06/01/2016 06/01/2017 E.L.EACH ACCIDENT S 1,000,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT S 1,000,000 C Equipment Floater MZI98473913 06/01/2016 06/01/2017 Lsd/Rtd 200,000 D Pollution Liab. X CPL2005331-15 06/01/2016 06/01/2017 Occ/Agg $1MIL/$2MIL DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) RE: BID for West Sopris Creek Road Patching Project Contract#246.2016 Budget Line Item#110.54.96300.82000 West Sopris Creek Road SEE NOTE>>> CERTIFICATE HOLDER CANCELLATION PITKIN4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Pitkin County ACCORDANCE WITH THE POLICY PROVISIONS. 130 S. Galena Aspen, CO 81611 AUTHORIZED REPRESENTATIVE �r 7ra &er- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 3�! : ^ NOTEPADHOLDER CODE PITKIN4 FRONT-4 PAGE 2 i INSURED'SNAME Frontier Paving,Inc. OP ID: IT Date 08/09/2016 , The following statement applies only and only if project is awarded, and written contract requiring such coverage as listed below, is executed. Pitkin County is included as Additional Insured under General Liability in respect to ongoing & completed operations performed by insured on behalf of holder as required by written contract subject to form CG7174.3, General Liability coverage is primary & non-contributory. Waiver of Subrogation applies on Worker's Compensation as required by written contract. Holder is included as Additional Insured under Pollution Liability in respect to ongoing & completed operations performed by insured on behalf of holder as required by written contract, Pollution Liability coverage is primary & non-contributory. 35 '44 ell PO BOX 1167—SILT, CO 81652 970-625-2224 OFFICE — 970-625-2715 FAX Oualineations of Personnel Dave Heiberger Related personnel experience for parking lot construction projects only includes duties of Estimator, Project Manager,Supervisor for Pitkin County Trail Construction projects including the below segments: Hunter Creek&Conundrum Creek Roads Buttermilk Parking Lot Improvement Rio Grande Trail—RF Gorge Phase 1 Red Ridge Ranch Open Space Trail Basalt Old Snowmass Roaring Fork Club The Brush Creek Trail Project from Hwy 82 to Snowmass including bridge placement Brush Creek Intercept Lot to Smith Hill Cemetery Lane to Aspen segment Upper and Lower River Road Various segments from Basalt to El Jebel Additional RFTA Projects with similar work scope include: RFTA trail construction of a 5 mile segment between Glenwood Springs & Carbondale References Pitkin County Open Space and Trails Gary Tennebaum 530 E Main St., Suite 300 Aspen, CO 81611 970-920-5355 Road&Bridge Dept. Bert Pearce 76 Service Center Road Aspen, CO 81611 970-920-5390 RFTA Mike Hermes 0766 Industry Way Carbondale, CO 81623 970-384-4973 36 C) ai Oct 9 15 Oct 2 8 Sep 25 Oct 1 Sep 18 24 Sep 11 17 0 VIIn LI N N r N A M N to to relia ma r 0 c Cr M a m 2 0- N.) m r w N r` r o O G1 l0 N u N 1c o I :Lp a Po ,.< V m c 3 '7 <o I Q. co c a' I-1 A <N S N r I,--, (D J Co O W 0 01 (D -I n• c cuN a ti r N N N r N CO r A C n N '73 N .----•! a a ro a rD a W n_ X ID Ca N 0 n r G1 N N r W w NJ N INOc_A C u+ --4 3 c KJ.. O A.1 In 0 N a 41 JOWT C U ,< A o, -a A 51O t0NILn0-' 3' T I--, V W NJ r A 0 W Co ONWN TIO IJ T JA,-.40w CO T a ti OwpOtON C h_+AJOW O OJ 0 ,.'-'A c r N r 0 N n A V g M N 1-.) Oi IDNVt N ,Cr 0 1 G7N VOWOI S \ Gl � cm A N -1:3. O d N , IOW Nt!� 1� b F- w W 3 Patching process Day 1-7 which is approximate project time frame depending on section depth. Utility Locates Traffic Control set up. Saw cut Asphalt and subgrade material removal for 7" section. Followed by subgrade prep and 4"of class six installation. If required additional excavation as determined by engineer. If additional section depth is required continue excavation and place class 2 followed by class six below asphalt section. Finish grade and pave 3" depth as required approximately 2 days. Center line paint to finish project. 3$ POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a M aryland corporation and U.S.Specialty Insurance Company,a Texas corporation(collectively,the"Companies"),do by these presents make, constitute and appoint: Charles J.Schultz of Littleton Colorado its true and lawful Attorney(s)-in-fact,each in their separate capacity if more than one is named above,with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and deliver any and all bonds,recognizances,undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed *****Three Million***** Dollars (S***3,000,000.00***), This Power of Attorney shall expire without further action on December 20,2017. This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts,and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and scaled and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 1st day of December,2014. AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY Corporate Seals UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY lnuulll nlullry ,11UUnllp u11111u �`6AWORryQ, .`°g$URr" \�0,-----Hit a�"�nsuri'a,4 Z�rsw,`;•;."..'!+`ViuirgoflltifliPi�*f;+..._;,ao'�`a- -;i.�°...' n'*,ffdµ{N,`s-t?or� c3srsE�•�r \-9V• z. s�•1y\1£ vi)) ■:WlQT. \t fiY ivE By. a Riau 14Ali: c N :�: ' ; Daniel P.Aguilar,Vice President J1"A4-0r"4.nn*xm.a`a" A notary public or other officer completing this certificate verifies only the identity of the individual who signed the docµment to which this certificate is attached,and not the truthfulness,accuracy,or validity of that document. State of California County of Los Angeles SS: On this 1st day of December,2014, before me,Maria G.Rodriguez-Wong,a notary public, personally appeared Dan P.Aguilar,Vice President of American Contractors Indemnity Company,Texas Bonding Company,United States Surety Company and U.S.Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity,and that by his signature on the instrument the person,or the entity upon behalf of which the person acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. sowukt, MARIA G.RODRIGUEZ-WONG Commission#2049771 Signature ( (Seal) =,4,14,11,<A,' Notary Public-California Z ' Los Angeles County Comm.Ex Iran Dec 20,2017 I,Michael Chalekson,Assistant Secretary of American Contractors Indemnity Company,Texas Bonding Company,United States Surety Company and U.S.Specialty Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney,executed by said Companies,which is still in full force and effect;furthermore,the resolutions of the Boards of Directors,set out in the Power of Attorney are in full force and effect. In itness Whereof,I have hereunto set my hand and affixed the seals of said Companies at Los Angeles,California this I! day of4.J + . Corporate Seals ;t�wMcwrlopk a a4 z=1O�uyi.'4;7.44'; S7'.'nF.n',T "a•, •'�9�0:EnInAnnnulvr�.u.`Po45;7 m ,o . s� WO_ 4nQ qT -,,, O� X% " ryI '?d= Bond No. tourto isu. i Sw: 01 r Michael Chalekson, Assistant SecretaryafYe �� Agcy No. 18020 t *-4145a=s. , ' "nyiikrlul`�aa=\ THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Frontier Paving,Inc., PO Box 1167,Silt,CO 81652 (Here insert full name,and address or legal title of Contractor) as Principal,hereinafter called the Principal,and U.S.Specialty Insurance Company a corporation duly organized under the laws of the State of TX as Surety,hereinafter called the Surety,are held and firmly bound unto The Pitkin County Board of County Commissioners, 76 Service Center Road,Aspen,CO 81611 (Here insert full name,and address or legal title of Owner) as Obligee,hereinafter called the Obligee,in the sum of Five Percent of Amount Bid Dollars ($5 %), for the payment of which sum well and truly to be made,the said Principal and the said Surety,bind ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has submitted a bid for West Sopris Creek Road Patching Project (Here insert full name,address and description of project) NOW,THEREFORE,if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof,or in the event of the failure of the Principal to enter such Contract and give such bond or bonds,if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid then this obligation shall be null and void,otherwise to remain in full force and effect. Signed and sealed this 11th day of August,2016. Frontier Pavin. Inc. t I (Pei . / ,/ % (Witness) (Ti Po a S :cart X71 U.S. Specialty Insu . ce • ••n /r (Surety) ` /4( (Seal) �` " t' (��itne� (Title) Charles S ultz ttorney-in-Fact AIA DOCUMENT A310 BID BOND AIA® FEBRUARY 1970 ED THE AMERICAN INSTITUTE OF ARCHITECTS,1735 N.Y.AVE.,N.W.WASHINGTON,D.C. 20006 1 WARNING: Unlicensed photocopying violates U.S.copyright laws and is subject to legal prosecution. Flo OVERSIGHT / NHS RELATED PROJECTS: P.E.UNDER PROJECT: FHWA FULL OVERSIGHT U NO 0 YES 4!. PROJECT NUMBER: PROTECT CODE NATIONAL HIGHWAY SrtM �NO ❑YES al PITKIN COUNTY PUBLIC WORKS PeM..6"er R.O.W. PROJECTS: NONE I TABULATION OF LENGTH & DESIGN DATA BID PLANS ROADWAY STRUCTURE HIGHWAY CONSTRUCTION BID PLANS OF PROPOSED AUGUST 11,2016 STATION UN. FT. MILES UN. Fr. WEST SOPRIS CREEK ROAD PATCHING PROJECT s PITKIN COUNTY,COLORADO O z STA. 13+50.00-BEGIN CONSTRUCTION _ us y 4470.00 0.847 17, STA.58+20.00-END CONSTRUCTION `�. I( Wu INDEX OF SHEETS _ \ TOWN OF \ ROAD GROSS LENGTH(PROJECT) ,.' 'i 0..V.".4°,R -- SHEET NO. TITLE 4470.00 0.847 BASALT J n � - TOTAL 4470.00 0.847 \ \ - EMMA ROAD r • 2 GENERAL NOTES OF APPROXIMATE QUANTITIES // 'a R''CH 6-11 CONAILS PATCHING PLAN UCTOR (WEST SOPRIS CREEK ROAD) 1 N /r' / � / .. -'w` i ` -. / 1 WoST SOPRI J . — , .f WEST SOPRIS CREEK ROAD PATCHING PROJECT .741r:' a WEST SOPRIS CREEK ROAD END STA 58+20.00 w-- - - f PATCHING PROJECT �I yR BEGIN STA 13+50.00 • ' S T. 0✓ \ �^ E .eR' 1 1. A /if\ • / OWNER PROJECT ENGINEER N A} PTTKIN COUNTY PfTKIN COUNTY VICINITY MAP c/o C.R.FlELDING,P.E. CHRIS BAROODY,P.E. WEST SOPRIS CREEK ROAD PROJECT DESCRIPTION �F COUNTY ENGINEER PROJECT ENGINEER 0 750 1500 3 SECTION 27,28 JF � i TOWNSHIP 08 NORTH LOCATION: WEST SOPRIS CREEK ROAD STARTING APPROXIMATELY 3.5 MILES SOUTHWEST FROM THE 76 SERVICE CENTER ROAD A6 SERVICE CENTER ROAD ORIGINAL SCALE r-3000' RANGE 87 WEST INIADSECT1ON WITH EAST SOPRIS CREEK ROAD FOR A LENGTH OF APPROXIMATELY 0.85 MILES. A: ASPEN,COLORADO 81611 ASPEN.COLORADO 81611 g P.(970)920-5206 P. (970)920-5291 C PROJECT INCLUDES APPROXIMATELY 1620 SQUARE YARDS OF ROADWAY STABILIZATION AND PATCHING OF WEST SOPRIS CREEK ROAD. THE PATCHING INCLUDES REMOVAL OF EXISTING CHIP gSEAL AND THE EXCAVATION AND PLACEMENT OF AGGREGATE BASE COURSE AND HOTMIX ASPHALT. COMPUTER FILE INFORMATION SHEET REVISIONS CONTRACT INFORMATION 8 Creation Oats: 2016-07-14 Initials: CJB As Constructed _-... Project No./Code 1 ��TrIRI ---- Contractor: Const. Manager. e Last Modification Date: Initials: 0s01114 No Revisions: Proj. Start: Proj. Complete: Full Path: s....Lc‘a— Revised: Project Engineer: CHRIS BARMY,P.E 4Drawing File Name: MOM MOMS Director of Public Works: BRIAN PETTET 1 Acad Ver. 2012 Scale: AS NOTED Units: ENGLISH Void: Sheet Subset: I Subset Sheets: Sheet Number 1 GENERAL CONSTRUCTION NOTES: C9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACIMHES WON IMPACTED LITUTIES TO ASSURE THE TIMELY RELOCATION BID PLANS 1. AU.CONSTRUCTION SHALL L BE IN ACCORDANCE MIH THE COLORADO DEPARTMENT OF TRANSPORTATION,STANDARD OF THE FACILITIES.THIS COORDINATION SHALL INCLUDE ANTICIPATED IMPACTED UULIIIES AND UNFORESEEN LIT1UTES. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.DATED 2011,AND AS SUBSEQUENTLY REVISED THE STANDARD PLANS. CID.REMOVAL OF ASPHALT LLAT REQUIRED ON THIS PROJECT SHALL BE SAW CUT TO A VERTICAL EDGE TO A NEAT UNE WITH A SAW OR e AUGUST 11,2016 DATED JULY 2012,AID AS SUBSEQUENTLY REVISED.AND IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDED CUTTING WHEEL AT ALL AREAS OF ASPHALT WIDENING,THE EXISTING OUTER 2'(OR AS DIRECTED BY THE ENGINEER)OF THE Arm IANN.i HEREIN. PAVEMENT WILL BE SAWCUT AND REMOVED.COST OF SAWING TO BE INCLUDED IN WORK. 11•1•many.wi 2. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN A TIMELY AND WORKMANUKE MANNER. C11.WHERE REMOVAL OF ASPHALT MAT IS REQUIRED,EXISTING BASE MATERIALS BENEATH ASPHALT PATCHING MAY RERAN IN PLACE. 3. REMOVAL OF ASPHALT PAVEMENT SHALL BE EITHER MILLED OR TO A SAWCUT EDGE. IF THE BASE MATERIALS ARE DISTURBED OR UNSUITABLE,AS DEEMED BY PTE ENGINEER.THE BASE MATERIALS SHALL BE 4. THE EXTENT OF THE WORK FOR THIS PROJECT IS THE PITKIN COUNTY RIGHT OF WAY AND EASEMENTS. REPLACED AND RECOMPACTED AS SHOWN IN THE TYPICAL SECTIONS. 5. THE CONTRACTOR SHALL UNIT ACTMTES TO THE WORK ZONE,APPROVED LAY DOWN AREAS AND CONNECTING ROADS IN SO FAR C12.CONTRACTOR SHALL PERFORM WORK ACTMRES IN SUCH A MANNER AS TO MINIMIZE DISRUPTION TO HOME AND BUSINESS AS PRACTICAL.THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO BEING MIN COUNTY OWNERS.ACCESS TO HOME AND BUSINESS ENTRANCES SHALL BE MAINTAINED AT ALL TIMES. TRAFFIC CONTROL SIGNAGE AND PAVFMFNT MARKING: PROPERTY OR IMPROVEMENTS,THE RE AI THE REPAIRS SHALL BECOMPLETEDNE CONT IN KIND I BE COM CLET D AT AND DIO PTE L COSTTTOON C13.OPEN EXCAVATION SHALL NOT BE ALLOWED UNPROTECTED WHEN CONSTRUCTION WORK IS NOT IN PROGRESS(INCLUDING 1. THE CONTRACTOR IS REQUIRED TO PREPARE AND SUBMIT AN NOT TO TIC ENGINEER FDR EACH PHASE OF WORK. ALL OF THE ENGINEER.THE REPAIRS OF DAMAGE CAUSED BY THE CONTRACTOR WILL BE COMPLETED AT NO ADDITIONAL TO OVERNIGHT,WEEKENDS,AND HOLIDAYS).METHOD(S)OF PROTECTING EXCAVATIONS(IE METAL PLATES OR CONCRETE BARRIER) ASPECTS OF TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE MUTCD. THE CONTRACTOR SHALL PREPARE A PIKIN COUNTY. SEPARATE MHT FOR EACH PHASE OF CONSTRUCTION. 8. ALL WORK IS TO BE CONSTRUCTED TO PITKIN COUNTY OR COOT STANDARDS.WHICHEVER IS STRICTER ORAS APPROVED BY THE FROM VEHICLES AND PEDESTRIANS SHALL BE APPROVED BY THE ENGINEER.THE COST OF PROTECTING EXCAVATIONS WILL NOT 2. EXISTING SIGNS SHALL BE REMOVED AND REINSTALLED AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. BE MEASURED AND PAID SEPARATELY BUT SHALL BE INCLUDED IN THE COST OF THE WORK. ENGINEER. 7. ALL MATERIALS AND WORMANSHIP SHALL BE SUBJECT TO INSPECTION BY NE PITON COUNTY ENGINEER OR DESIGNEE THE C14.THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DUSTING SIGNS DAMAGED BY TIE CONTRACTOR AT THE CONTRACTORS COUNTY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE EXPENSE 3. PAVEMENT MARKING PAINT SHALL COMPLY TO THE CWT APPROVED PRODUCTS LIST(APL). PLANS AND SPECIFICATIONS USTED HEREIN. C15.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PRESENT CONDMON OF ANY DOSING BUILDINGS, 4. CENTERUNE SHALL BE DOUBLE YELLOW PAINT WON GLASS BEADS. R. PROJECT INSPECTION AND TESTING SHALL BE PROVIDED BY THE ENGINEER OR COUNTY REPRESENTATIVE THE CONTRACTOR IS LANDSCAPING(E.G.GRASS/SOD),FENCING.EOUIPMENT,WALKS,DRIVES AND ATTACHMENTS.IF ANY DAMAGE OCCURS,THE TO PROADE 24 HOUR NOTICE FOR AU.REQUIRED TESTS. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE DAMAGE TOA BETTER OR NEW CONDITION AT THE CONTRACTORS DRAINAGE/STORM SEWER NOTES: 9. SANITARY FACILITY SHALL BE LOCATED ON SITES)AND SHALL BE FULLY OPERATIONAL BEFORE CONSTRUCTION CAN BEGIN. EXPENSE DI. THE CONTRACTOR IS REQUIRED TO KEEP ALL DRAINAGE FACILITIES FUNCTIONAL AND MAINTAIN DRAINAGE TO THOSE C16.THE CONTRACTOR SHALL NOT STOCKPILE MATERIAL,EQUIPMENT OR OTHER MATERIALS ON SITE WITHOUT PERMISSION OF THE FACIUTIES AT ALL TIMES DURING CONSTRUCTION. DRAINAGE FACILITES INCLUDE ROADSIDE DRONES,CROSS CULVERTS UTILITIES: ENGINEER. AND UNDERDRANS. Ul. THE CONTRACTOR'S ATTENTION IS DIRECTED TO PARAGRAPH 105.10 OF THE STANDARD SPECIFICATION CONCERNING UTITES.FOR UTLTY LOCATES,THE CONTRACTOR SHALL CALL THE UTILITY NOTIFICATION CENTER OF COLORADO(UNCC)AT 811 AT LEAST TWO(2) EARTHWORK: PERMITS WORKING DAYS(NOT INCLUDING THE INITIAL DAY OF CONTACT)PRIOR TO DIGGING,GRADING OR EXCAVATING. El. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED.LOCATIONS SHALL BE AS ORDERED AND WILL NOT BE PAID FOR NONE U2. THE LOCATION OF EXISTING UTILITIES IN THE VICINITY OF THIS PROJECT NAVE NOT BEEN LOCATED AND ARE NOT SHOWN N THE SEPARATELY. PLANS.T IS THE CONTRACTOR'S RESPONSIBILITY TO HELD VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL INURES EL ALL EXCESS MATERIALS GENERATED WITH THE PROJECT(S)UNITS SHALL BE REMOVED FROM THE PROJECT SRE(S).THIS WORK PRIOR TO COMMENCING CONSTRUCTION AND TO NOTIFY THE ENGINEER OF ANY CONFLICTS.ALL CONNCTING UTILITIES SHALL BE SHALL NOT BE PAID FDR SEPARATELY.BUT SHALL BE INCLUDED INN THE COST OF THE WORK. EXPOSED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND INSPECTED BY THE ENGINEER TO VERIFY CONFORMANCE WITH THE E3 PRIOR TO MOISTURE DENSTIY CONTROL THE CONTRACTOR SHALL REMOVE ALL TOPSOIL AND SOFT OR DISTURBED 5005.DEPTH PLANS.RELOCATION OF EXISTING UTILITIES IS NOT A PART OF THIS CONTRACT EXCEPT AS SHOWN ON THESE DRAWINGS.THE OF MOISTURE-DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF UTLPY RELOCATIONS BY UTUTY COMPANIES.THE CONTRACTOR SHALL BE FULL DEPTH OF ALL EMBANKMENTS RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION AND SHALL HOLD PITON COUNTY HARMLESS FOR DAMAGES ARISING FROM CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT EXISTING UTILITIES. BASES OF CUTS AND FILLS-6 INCHES U3. LOCATION AND NOTIFICATION OF BOTH UNCC MEMBER AND NON-MEMBER UTILITIES 5 THE CONTRACTOR'S RESONSINUTY. E4. EXCAVATION REOUIRED FOR COMPACTION OF BASES OF CUTS MD FILLS MIL BE CONSIDERED AS SUBSIDIARY TO TNT U4. THE CONTRACTOR SHALL REFERENCE THE PROJECT TECHNICAL SPECIFICATIONS FOR ADDMOWL ITEMS THE CONTRACTOR SHALL OPERATION AND WILL NOT BE PAID FOR SEPARATELY. ADHERE TO IN COOPERATION WITH MUTES. E5. THE TYPE OF COMPACTION FOR EARTHWORK ON THIS PROJECT SHALL BE ASHTO T-160(MODIFIED PROCTOR).PROOF ROLLING OF ALL SUE/CRAM WILL BE REQUIRED PRIOR TO PLACEMENT OF SUBBASE AND SHALL BE INCLUDED IN COST OF THE WORN. UTILITY CONTACT LIST: THE FOLLOWING 5 A LIST OF POTENTIAL UTILITIES WITH SERVICE WITHIN THE PROJECT AREA AND NOR RESPECTIVE CONTACT AGGREGATES: INDMDUALS.ADDITIONAL UTILITIES MAY BE ENCOUNTERED WITNN THE PROJECT WAITS.THE CONTRACTOR S RESPONSIBLE FOR AT. FOR PREUMINARY PLAN QUANTITIES OF AGGREGATES,THE FOLLOWING UNIT WEIGHTS WERE USED COORDINATING ALL THE WORK BEING DONE WITH ALL THE UTILITY COMPANIES WITHIN THE PROJECT AREA AGGREGATE RASE COURSE AT 13311T5 PER CLL R. NSUE CONTACT PHONE CRUSHER FINES AT 133 LBS PER CU.FT. HOT MIX ASPHALT PAVEMENT: HOLY CROSS ENERGY-ELECTRIC JEFF FRANKE (970)945-5491 1. SURGRADE SUB-EXCAVATION REPLACEMENT:SOME HIGH PLASTICITY SOILS,DEBRIS AMD OTHERWISE UNSUITABLE MATERIALS MAY BE EXPOSED IN THE PAVEMENT SUBGRADE THESE SOILS SHALL BE REMOVED AND REPLACED WITH NON-EXPANSIVE SOILS DR CENTURY LNK-TELEPHONE JASON SHA RPE (970)384-0238 MATERIAL SHOWN IN THE PLANS ORAS DIRECTED BY THE ENGINEER.NEW NON-EXPANSIVE FILL SHALL HAVE A MINIMUM RESIDENT MODULUS OF 6,500 PS,BE MOISTURE CONDMONED TO CNN 20 OF OPTIMUM MOISTURE CONTENT AND BE SOURCE GAS-NATURAL GAS CARLA WESTERMAN (970)92B-0407 COMPACTED TO AT LEAST 950 OF THE MWNMUM STANDARD PROCTOR DENSITY(ANSHT0 T-99). 2. ANY LAYER OF HOT MIX ASPHALT PAVEMENT THAT 5 TO HAVE A SUCCEEDING DYER PLACED THEREON SHALL BE COMPLETED TO COMCAST-CABLE AND FIBER OPTIC MICHAEL JOHNSON (970)925-4311 A FULL LANE WON BEFORE SUCCEEDING DYER 5 PLACED. 3. ANY LAYER OF HOT MIX ASPHALT PAVEMENT THAT IS TO HAVE A SUCCEEDING UM PLACED THEREON SHALL BE CLEAN AND FREE FROM DIRT AND DEBRIS. CONSTRUCTION: 4. FOR PREUMINARY PLAN QUANTITIES OF PAVEMENT MATERIALS.THE FOLLOWING RATES OF APPLICATION WERE USED. Cl. THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITES FROM WATER AT ALL TIMES.AREAS AND FACILITIES DILUTED EMULSIFIED ASPHALT: SUBJECTED TO FLOODING.REGARDLESS Of THE SOURCE OF WATER SHALL BE PROMPTLY DEWATERED AND Fits ruNTD AT NO (SLOW-SETTING) AT 0.10 GAL PER S0.TO.(DILUTED) COST TO THE OWNER.THIS SHALL INCLUDE REMOVAL OF ANY DEBRIS CAUSED BY FLOWING. BINNINOUS PAVEMENT AT 110 LBS.PER SQ.TO.PER t'THICKNESS CS. IF REQUIRED,EROSION AND SEDIMENT CONTROL MEASURES MUST BE IMPLEMENTED BEFORE CONSTRUCTION BEGINS. AGGREGATE BASE COURSE AT 133 LBS PER CU.FT. C3. LAWS OF CONSTRUCTION SHALL L BE CONFINED TO PUBLIC RIGHTS-OF-WAY,EASEMENTS,CONSTRUCTION MUT AREAS,DR AS DIRECTED BY THE ENGINEER IN THE FIELD. 5. WHEN ORDERED DY THE ENGINEER A TACK COAT OF EMULSIFIED ASPHALT(SLOW-SETTING)IS TO BE APPUED BETWEEN C4. REPAIR OF ANY DAMAGE TO EXISTING IMPROVEMENTS.IRRIGATION,ACCESS POINTS OR LANDSCAPING IS THE RESPONSIBILITY OO PAVEMENT COURSES TO IMPROVE THE BOND.DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART THE CONTRACTOR.ALL ASSOCATED COSTS FOR IMPROVEMENTS REPAIR SHALL BE PATO FOR BY THE CONTRACTOR.AT NO EMULSIFIED ASPHALT AND 1 PART WATER.TACK SNAIL NOT BE PAID FOR SEPARATELY BUT INCLUDED IN THE WORK. EXPENSE TO THE OWNER. 6. RATES OF APPLICATION SHALL BE AS DETERMINED BY THE ENGINEER AT THE MAE OF APPUCATTN. C5. THE CONTRACTOR SNAIL PROTECT ALL EXISTING SURVEY,RIGHT-OF-WAY AND SECTION CORNER MONUMENTATION DURING 7. THE TRAVEL UNE SHALL NOT BE OPENED TO TRAFFIC WITH AN EXPOSED LONGITUDINAL JOINT,A SMOOTH TRANSITION CONSTRUCTION OPERATIONS UNLESS INSTRUCTED OTHERWISE.ANY MONUMENTS DISTURBED BY THE CONSTRUCTION MUST BE PROVIDED WITHIN THE TRAVELED WAY.THE EXPOSED EDGE OF PAVEMENT MAY CONSIST OF A VERTICAL FACE 1 OPERATIONS SHALL BE RESET RY THE CONTRACTOR AT HIS EXPENSE.IN ACCORDANCE WITH SECTION 629.SURVEY INCH DEEP,AND AT THE KITTEN OF A VERTCAL FACE,A 3:1 SLOPE TO THE EXISTING PAVEMENT(DR SUBGRDE).THE MONUMENTATION AND THE MOST RECENT VERSION OF THE SURVEY MANUAL MAXIMUM DEPTH OF THE 3:1 SLOPE SHALL BE 3 INCHES. C6. THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS PRIOR TO THE START OF CONSTRUCTION.A RECONSTRUCTION MEETING SHALL BE HELD PRIOR TD THE START OF CONSTRUCTION. C7. THE CONTRACTOR SHALL HAVE ONE(1)COPY OF THE PUNS AND ONE(t)COPY OF THE CONSTRUCTION SPECINCAT1NS FOR THE PROJECT AT THE JOB SITE AT ALL TIMES. CB. THE CONTRACTOR SHALL UNIT CONSTRUCTION ACMITIES TO THOSE AREAS WITHIN THE UMTS OF DISTURBANCE AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS AND CROSS-SECTIONS.AMY DISTURBANCE BEYOND THESE LAMS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE.CONSTRUCTION ACTIVITIES IN ADDITION TO NORMAL CONSTRUCTION PROCEDURES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT.DISPOSAL OF UTTER,MND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS.THE CONTRACTOR SHALL NOT CONDUCT ANY OPERATIONS OR STAGING OUTSIDE THE CONSTRUCTION LIMITS SHOWN ON THE PLANS WTMOUT PRIOR APPROVAL FROM THE ENGINEER. Print Date: WEST SOPRIS CREEK ROAD PATCHING PROJECT Sheet Revisions TICIL� Project No. Code File Name. f AS Constructed GENERAL NOTES Date: Comments Inst. Horiz. Scale: Vert. Scale: As Noted C0a11111 No Revisions. Unit Information Unit Leader Initials _Qz-r�q- Revised: Designer: a.e Structure KINK WOMBS - Detwiler: ca Numbers -- - Void: Sheet Subset: 511-01 Subset Sheets 1 Sheet Number 2 INDEX RIO GRANDE PROJECT TOTALS 811BID PLANS ITE INDMNCONTRACT ITEM UNIT PLAN L� PIAN � •�; AUGUST 11,2016 m R10C am CONST. COAST. R.e..n bebw. l4 Call it" eir. 1 202 RDAOAL OF ASPHALT MATERIAL SY 1617 1617 203 UNCLASSIFIED EXCAVATION CY 450 450 304 AGGREGATE BASE COURSE(CLASS 2) TON 83 83 304 AGGREGATE BASE COURSE(CLASS 6) TON 484 484 403 IC MR ASPHALT(GRADING SX)(75)(PG 58-28) TON 312 312 420 GEONF70AE(SPERATOR)(CLASS 3) ST 125 125 620 SANITARY FACILITY EA 1 1 626 MOBIUZARON LS 1 1 PAY ITEM NOTES: 627 PAVEMENT MARKING PAINT(W/CLASS BEADS) GAL 4 4 1. ITEM 202-REMOVAL OF ASPHALT MATERIAL INCLUDES REMOVAL OF ALL ASPHALT 630 TRAFFIC CONTROL LS 1 1 MATERIAL AT THE LOCATION OF PATCHING SHOWN ON THE PLANS. THE ASPHALT MATERIAL MAY INCLUDE EXISTING CHIP SEAL AND EXISTING PATCHING OF VARIABLE 700 F/A MINOR CONTRACT REVISIONS FA 1 1 DEPTH. 2.REM 203-UNCLASSIFIED EXCAVATION INCLUDES REMOVAL OF ALL MATERIAL REQUIRED TO PLACE PAVEMENT TO THE DEPTH SHOWN ON THE PLANS OR TO THE DEPTH AS DETERMINED IN THE FIELD. UNCLASSIFIED EXCAVATION SHALL INCLUDE THE EXCAVATION OF UNSUITABLE MATERIAL 3.ITEM 304-AGGREGATE BASE COURSE(CLASS 2)MAY INCLUDE 3'MINUS AGGREGATE MATERIAL OR SIMILAR AGGREGATE MATERIAL SIZE APPROVED BY THE ENGINEER. 1, W Print Date: Sheet Revisions As Constructed REST SOPRR CREEK ROAD PATCHING PROJECT Project No./Code File Home: Dote: Comments Init. �(TICIN SUMMARY OF APPROXIMATE Ho iz. Scale: Vert, Scale: As Noted COVNIir No Revisions. QUANTITIES Unit Information Unit Leader Initials Ar�r,3- Revised: Designer: "3 Structure 1VHFC WORKS - Detailer. a. Numbers Void: Sheet Subset: Subset Sheets: Sheet Number 3 BID PLANS AUGUST 11,2016 i 811. .bA:lr' call eme�a .eIA. HCL WEST SOPRIS CREEK ROAD VARIES 22 (TW) VARIES VARIES VARIES VARIES SHOULDER 11 (1W) 10'(TVP) SHOULDER I 1' VARIES I r, IX.PATCH ":>..'''',.\)L \ EXISTING ,.\\::. \ GROUND � VARIES I VARIES / 11 EXISTINGEX.ASPHALT PATCH) — ROADSIDE DITCH DL CHIP SEAL PAVEMENT WEST SOPRIS CREEK ROAD EXISTING ROADWAY SECTION STA. 13+50.00 TO STA.58+20.00 0 2 4 11 SCALE 1 -4 Print Date: Sheet Revisions NEST SOPRIS CREEK ROAD PATCHING PROJECT Project No. Code fill/CUM As Constructed 1 File Name: Date: Comments Init. (i` TYPICAL SECTIONS AND Horiz. Scale: Vert. Scale: As Noted WUN•rJ No Revisions: CONSTRUCTION DETAILS Unit Information Unit Leader Initials —p}t\q— Revised: Designer "3 Structure PUBLIC WORKS _ _.. Detailer'. cm Numbers -.. Void: Sheet Subset: 05-0' Subset Sheets 2 Sheet Number 4 BID PLANS AUGUST 11,2016 8,1,1. 3'-0'• VARIES ..,.below. MIN PATCH LIMITS CVleuron,e.ah. EXISTING EDGE OF ASPHALT SAWCUT OR MILL(TYP) NOTES: 1.THE DEPTH OF THE AGGREGATE BASE COURSE(S)MAY BE ADJUSTED N THE FIELD BY THE _ _ ENGINEER TO ACCOMMODATE EXISTING CEOTECHNCAL CONDITIONS ENCOINIFMDURING RING —__.. — EXCAVATION. 2. ION FOR THE PATCHING SHALL BE PAID FOR AS UNCLASSIFIED EXCAVATION. EXCAVATION OF UNSUITABLE OF UNSUITABLE MATERIAL SHALL BE PAID FOR AS UNCIASSIFlED DDON. 3.SUBBASE SHALL BE SCARIFIED,MOISTURE CONDITIONED IF REQUIRED ED AND COMPACTED TO 955 OF .�� MODELED PROCTOR(AASHTO T-180). THE COMPACTED SUBBASE SHALL BE PROOF ROLLED TO CHECK FOR STABLE N -YEMDNG SUBGRADE. IF SOFT AND YIELDING SUBCRADE 5 'NOT MIX ASPHALT PAVEMENT ENCOUNTERED THE SUBBASE SHALL BE SUBEXCAVATED TOA DEPTH DETERMINED Bf THE ENGINEER, (1)-3' (CRADNG SX)(75)(PG 58-28) RECOMPACTED AND REPLACED WITH AGGREGATE BASE COURSE(CLASS 2 OR 3). COMPACTION ANO EXISTING PATCH OR PROOF ROWNG SHALL BE INCLUDED IN THE COST OF THE WORK. AGGREGATE BASE COURSE CHIP SEAL PAVEMENT 4.AGGREGATE BASE COURSE(CLASS 2)SHALL BE INSTALLED RIM GEOTEXTILE(SEPERATW)(CUSS 3) EXISTING PATCH OR (CUSS B),4'THICK(MN) 5.GEOTDOILE(SEPERATDR)(CLASS 3)SHALL BE INSTALLED PER THE SPECIFICATIONS OF THE CHIPESEAL PAVEMENT MANUFACTURER. THE GEOTEXTILE FABRIC MAY BE MRAR 500X OR APPROVED EQUAL COMPACTED SUBBASE WEST SOPRIS CREEK ROAD E� PATCHING SECTION . _ •A MINIMUM 3'-0'WIDTH OF EXISTING PAVEMENT SHALL BE 1 RETAINED BETWEEN PATCHING AND EDGE OF EXISTING V\ PAVEMENT. WIDTHS LESS THAN 3'-0'SHALL REQUIRE REMOVAL OF ALL EXSONG PAVEMENT AND PATCHING BE EXTENDED TO UMIT OF EXISTING EDGE OF PAVEMENT. 3'40, VARIES COSTING (0) PATCH LIMITS EDGE OF ASPHALT SAWCUT OR MILL(TYP) .7717-4,,,,_ I / —' A EXISTING PATCH OR CHIP SEAL PAVEMENT .., ,.. L 3'HOT MIX ASPHALT)PAVETAENT EXISTING PATCH OR (i)-3' (TRADNG 5X)(75)(PC 58-29) CHIP SEAL PAVEMENT AGGREGATE BASE COURSE (CLASS 6),B'DICK(MIN) AGGREGATE BASE COURSE (CLASS 2),12'-24'THICK GEOTEXNLE(SEPEIATOR)(CLSS 3) 0 2 4 COMPACTED SUBBASE eme SCALL I -4 WEST SOPRIS CREEK ROAD UNSUITABLE MATERNAL PATCHING Print Date: n WEST SOPRIS CREEK ROAD PATCHING PROJECT ee ns TAs Constructed Project No./Code File Nome: Date: Commmentsents Init. TICIN - - -- TYPICAL SECTIONS AND Hora. Scale: Vert. Scale: As Noted 7COVNT4 No Revisions: CONSTRUCTION DETAILS Unit Information Unit Leader Initials — C", Revised: Designer: C.8 Structure MILK Walla _....Detailec c.e Numbers Void: Sheet Subset: CO-UI Subset Sheets: 1 Sheet Number 5 AN A le '" s , *A ^ 811 BID PLANS w w - '"' a 9. - ,,, a. , ,.. ,.„ ^k • p_ AUGUST 11,2016 ° ,AY 4 F cnue or.eel • e • .* '"""'�,9 Ate ' ; .1":" . . r ...O „ w! may-• p yaw' "� �.. y7M"¢ 'T ,.. �+ • a °+o4saaah+c N'sa .. ;$ tz"t� .; # q _Y� BE_:-.T...",_ IN WEST SOPRIS CREEK ROAD rT$ PATCHING PROJECT ,'- A.T OO ' , ..r.`"` M +i ;" .,, a' :.`„+' fit,r„ A.A.,. "P� ro 's ► „.1....4.:...4. �► .;t 'F HCL WEST SOPRIS CREEK ROW" 7 } A,. a .y ,. �.li• N <-.x 13+00 CO 18F00 �,_ noa a . _ ///f WEST sol el CREEK R » retaD 1W J 9 • ?R HMA PATCHING(220 ST) " W '.+ _ - 4•YELLOW DOUBLE s -JP :'^+{.. u�. _ __ .l�CENIERUNE(PNWQ 8 ro. F' of - F} �R ` Y F , -10. 4s,',,vi''''''';'''' : ', . — �US�' M 1. .',tairl: ,'.7CENTERLINE SHOWN FOR REFERENCE ONLY. ��'^ S .rt, $ ,� 2.TOPOGRAPHIC GOPHER_HAS NOT BEEN ACQUIRED FOR THIS PROJECT AND UTILITES HAVE NOT INTEND' W ,e BEEN LOCATED.THE CONTRACTOR ISP LOCATE ALL UOLITES IN THE REED POOR TO T H H BEGINNING CONSTRUCT10N • 1 _ S: ' 3.LOCATIONS AND AREAS OF PATCHING SHOWN ON PUNS ARE TO BE NARKED IN REID AND IF HNA PATCHING 2 VERIFIED BY ENGINEER PRIOR TD CINSTRUCTION X JC I ",,T,.'„,,, •" H,§aiY n 4.LIMBS,ttPES AND DEPTH OF PATCHING um BE ADJUSTED!NNE FIELD BY THE ENGINEER ID K.7S JCI HNA PATCHING(UNSUITABLE IMTERUL) ACCOMMODATE KISTING GEOTECHNICAL CONDIRONS ENCOUNTERED DURING KGVAIKIN. Aii ^ l 5.CNRDINATE RE IN POINTS WITH NE ENGINEER. *f as- ., it a r 'i--,:-. ,, iii yg.. #,.. O. ,irr } :- [. y1 M me .V -�x .. .7� Print Date: WEST e0PRlS CREEK ROAD PATCHING PROJECT Sheet Revisions rr[� As Constructed Project No./Code File Name: Dote: Comments Init. f PATCHING PLAN Horiz. Scale: Vert. Scale: As Noted �v(r.rQ No Revisions: Unit Information Unit Leader Initials Designer: c.e Structure C�/w.,c�- Revised: RULLIC WORKS Detailer. c.e Numbers --- -- - ---- Void: Sheet Subset: PP-m Subset Sheets: s Sheet Number 6 ,. 4 . 1 i► ;� +.+� .;_ ;friers °,'•r' �� < �� M▪ 73 a ,� BID PLANS # 'bt't "-r;,:a° ", J +".P a .ay. ., • ;. AUGUST 11,2016 �. _ `4-d F r 3 Y t. +. rr.eaNr. AN. h .' w 3`4+ ' e .-eittltk4- ',:if. ,'r '.- . ' ,, , . 4*. '',,,, ' „„, • r k+AslW �vet" �,, ," ,;-. ,. fFK 1par�a„.; � ,.1� ¢r sv• vr .Vi=e, �,.e:... a Pa !#$ W iit Att. ' +" * -i,'t tap- *Atturwal i. ▪ Y r eA t - • = ..T'; ute'. Fes'` U.NMIfhSA'£r • •. k, ;r�� 4 �}.. «„w ,amsxmc ^ ar tk ° za,no z4.00 £C P,Op/ ,i•r A •'fd. , 4.-1;,, ,,,- . .-.1T.,,- ♦ .'P� •" v; *6" 7k • _ NCL WEST SOPRIS CREIX RGO,. b,� viollOW Y .`+ ito. y� s.re`. `.. 4"YELLDW DOUBLy" CENTER UNE(PAINT) ;'� n ¢ r HNA PATCHING(164 ST) • n'" , r "� CFNIER UNE(PPNNT)• ` r ' f` • AZ �j '.ice -- s 5 aY° . � y A dam" *n v r a ,';. r +�,,. * ,.*^'m „.,,� ��•""b. IPO A- `�� ,. -.> ' "" ."v :' ,fit '• .,.. '• "A10' ' } ab .. ` / .'�"" 'y., Ito NOTES: 1.ROAD'WAY CENTERLINE SHOWN FOR REFERENCE ONLY. Z.TOPOGRAPHIC SURVEY HAS NDT BEEN ACQUIRED TDR THIS PROJECT AND UTILITIES HAVE NOT FCEND' • BEEN LOCATED.THE CONTRACTOR IS TO LOCATE ALL UTILRIES IN THE FIEECT PRIOR TO BEGINNING CONSTRUCTION. I HNA PATCHING 3.LOCATIONS ANO AREAS OF PATCHING SHOWN ON PW15 ARE 7D BE MARKED IN FIELD AND VFRIO.T BY ENGINEER PRIOR TO CHING NACTON. HW PATCHING(UNSUITABLE MATERA].) 4.UNTTS,TYPES ANO DEPTH OF PATCHING CO BE AAIUSIEO IN THE FlDU N ExE ENGINEER TO ACCOAWAODATE IX6TING GEOTECHNICAL CONDITIONS ENCOUNTERED WRING IXGVATN)N. 5.COORNWTE TIE IN POINTS WITH THE ENGINEER. C SCAtE' !,7, Print Date: WEST STeels CREEK ROAD PATCHING PROJECT Sheet Revisions As Constructed 1 / //�� Pro ect No. Code Date: Comments Init. GY f Y16 PATCHING PLAN File Name: f Horiz. Scale: Vert. Scale: As Noted ��.r4 No Revisions: Unit Information Unit Leader Initials p/;C�g- Revised: Designer: structure mouewoe[f -- Detailer: ue(Numbers Void: Sheet Subset: cc-oz Subxt Shxts a Sheet Number 7 r ' "� 1'.' T* a ' p+�Ye! ; ,✓ -. omf �M.sc ^V++r✓..AstAe.' Y * ',,,,- 1 .rw .. 1` a � � W * eFtr�y'Ae L „ .tt4, 4+ � : `.�,., C. AUGBUDSPTLA11N,S0 16 I.°t 4 • • A ar', 4-,„,,P.'".L: ,y a a.: le .p.m; 4-- + +. �'"=` �♦ . - - 1A.�'aa- 7 +A ...' ` , ti p'ri�' 'v 1^ Lia r �,..A} � � �..° - , Jam` : N 5 wLM �k yi vM' �".qt+v ar.: a yt,.,:�i ys d >r • IX.fMR?4 -'i'ew illikr* ' ' ♦ .,s ., "F. e.,s ITi n.ODI I I 000 1----- 1 _ auoo gac �� F€�P "-}� ;",r tL� •� t'"�C °�'_j •Lz`, r! W I �1`tb HCL WEST SOPRR CREIX RMD s '�` fi' w x�'^< ,. 1 I� . �. HA Y ; �nl �o 1 o, +K 4. I HAA PATCHING(289 TY) ,.�f'* .A,AwY. a+. �.�.' R''$ A'rt a �',} , co V" A'YELLOW DOUBLE •:' P}�(�. •�„y, a M .. o .l *HDI CENTEN LINE(PAINT) [b ..� F` Is e Sso. '$�.f' t t "S...e.,..„.:.,:::-.,,,,. i ]e. V PRIS CREfY ROAD m ]6*pp �� y t '411k"14111:::"11,..' N _ Alrfli;i • - sen W a " � - .;. '�lp.,A .._.�� � --.. :4,44,�sz^ f _ 5:. +� MN PATCRNC(TBBSY) �Cx ''' ^2 . „e,.,.; +8:,7 ,..+.... "CENTERLLNE DOUBLE e. a .�_ I.RLNOWAY CENTERl1NE SHOWN FOR REFERENCE ONLY. �; _ _ Pp„IC,C,,Ir'et'' e2.TOPOGRAPHIC SURVEYHASNOTBEENACQUIREDFDR THIS PROJECT AND UIILTTEO RAVE NOTI FGFNO y, SJ`E t :BEEN LOCATED. THE CONTRACTOR IS TO LOCA TE ALL UIILRIFS IN THE FlELD PROR TS p 2. BEGINNINGCONSTRUCTIONII NMA PATCHING l `3.LOCHTIDNSAND ARFlSOF PATCHING SHOWN ON PIMS ARE TOBEMARKEDINFW1DAND t T N VERIFlED B1 ENGINEER PRIOR TO CONSTRUCTK)N. HMA PATCHING(UNSURABLE MATERW J A.NARSE TYPES AND DEPTH OF PATCHING MAY BE AOIUSTED IN THE FIELD RY THE ENGINEER TD .p.'A ACCOMMODATE COSTING GEOTECHNICAL CONDITIONS ENCOUNTERED DURING IXGVATION. 5.COORDINATE PE IN POINTS ASH THE ENGINEER. ' a Y': 4,-,`''''" r tin, - ..e"ate Print Date: Sheet Revisions WEST aOPRIa CREEK ROAD PATCHING PROJECT Project NO. Code TIEIN As Constructed 1 / Fle Name. Date: Comments Init. t PATCHING PLAN Hor z Scale: Vert. Scale: As Noted COUI�T� No Revisions: Unit Information Unit Leader Initials P/�'(N - Revised: Designer: ER Structure PUBLIC woe Detailer: c.e Numbers -- - Void: Sheet Subset: PP-Ds Subset Sheets: e.Sheet Number e `+l ... # iar s < �r;r A >' iIF' 45 �, .y.,:�, ler ,a e:.,. w �'r. '4.' r •` .i 4h" wiF',�'r� +. ''., e, r nb. 4�, I BID PLANS Y�moo' ,,��♦ ae, , T < ' b AUGUST 11,2016 :—*.t '''',fit", J r " ;$44.4;.. u...rneekW. as.�•W a > �" a sS � 4ry � ', 'AvM,. ;$ me, CYI W..w. s .. � .,... }S. , ,4", ." " fir= '.. zM 4 y '#fi,„..., s -, +F'+ * Rani � ^? . 4 -�. w A.x aeyr - t :'xT'I��. w:aYh a$°Iyi�,^,�tl•'k �f '�� '. woo l 3 � a t s r A '� x e .*9FA � ✓ P tosicot •^ r+. rt> /' :...tar ► p(yi$CREEK ROAD , ,_ . ,4....t..„..._,,,,,, * , .. ., a.,. Q. ri PPP g i�A3�° � `� {#i ��.s � "� �'y '� VVESI50 s t "� �, '*.,off �4.. � ,�' nomq �f�' t .,.�H v"'f ' " `t' - E' SNA£ i "" tl .. Lu MR .R k �" ( '`_ .'. saa -ri . ,.` ,.:r *,r ''''',,,";.7::-:',.::::';';';':';‘'‘'.:97; „4 .. M” , rye }2 ; +" D� ''�� A' -y + �. ," ems, , oeN �'y HW Pnrcwuc(iaes7 " * , _r-,,,,,,.,:'-- ro - A s� x ��" 4 YELLOW DOUBLE i.'k �dT ,CENT:UNE(PAINT) _ .42.t.-,...Nil b g ` fit' r m '# } "14 i yat 3a'.. + � k .v� `'a I 341, Rhxt a aNy } R t. •rAa N te.ROADWAY CENTERLINE SHOWN FOR REFERENCE ONLY. 'y -.‘p ww+", z 2 TOPOGRAPHIC SURVEY HAS NOT BEEN ACQUIRED FOR MIS PROJECT AND UTIUR6 HAVE NOT rfplp. SEEN LOCATED.ME CONTRACTOR IS TO LOCATE ALL UIILRIES IN ME FlFID PRNR TO :4=',N-...,,,-„: 2 M BEGINNING CONSTRUCTION. „*�1 HN4 PATCHING 3.LOGTIONS AND ARES OF PATCHING SHOWN ON PLANS ARE TO BE HARKED IN 410.0 AND 14A*'*„. '35 w'P VERIFlED BY ENGINEER PRIOR TO CONSTRUCRON. . HNA PATCHING(UNSUITABLE MATERIAL) 4 ': 4.UMIIS,ttP6 ANO DEPM OF PATCHING NAY BE ADJUSTED IN ME Fl DU IN ME ENGINEER TO ® ^`�}F it .k. AOORDNATET I IXISTINC GEOTECHNICAL WEER.DNS ENCOUNTERED DURING E%GVATpN. A*,z:. t ` * ., 5.COORDINATE ilE IN POINTS WITH THE ENGINEER. ' N, SCALE Print Dote: Sheet Revisions n r�i� As Constructed ca CRFE ROAD VATCHMC PRO ECT Project No./Code File Name: Date: Comments Init. t PATCHING PLAN Horiz. Scale: Vert. Scale:As Noted COVNT� No Revisions: Unit Information Unit Leader Initiols Designer: OW Structure (�� Revised: rVgFC wotcs Detailer. c.A3 Numbers Void: Sheet Subset: PP-DO .Subset Sheets: s Sheet Number 9 *, 'g'd,:. ' .. 8�1• BID PLANS t V a r ' � ° ' A >4 AUGUST 11,2016 rA �� `q'ws A$� �, . y� h. •°a• ..1 Cell riw.r.+c //91*-; yam. A . lfpT+F �*.late 2 c; ; sa I ter. w Y t < * § 'Y9 r 301. ,..,* w 4,-..0. ,..4040. -171,,,r,,,lif;.71,6:, 11 Lii a , iti lo. Y € Fi { iii ! W Azsoo iii .> O 5,0° N aIIIIIIIIIIIIII W Wi j*' .E d� t vi d,caFr; ;. . .' !]1a0 - (n �fi # ♦9400 !1+•00 1101111.1111111 _ • ! . n ; ,' pan ^ .y -• !'YELLOW DOUBtE CENTER UNE(FANO) ,¢.. `+►i.m 7`" . '14''',11.1'''..* . HNA PATCHING(74 DY) 'r s 0 �� ' • t ' 44., _I' X 4 .,.x.rs fr y x , 'pF .. w t r ' an i 0 ', I.ROADWAY CENTERLINE SHOWN FOR REFERENCE ONLY. rir�� ,A s� A^'' 2.TOPOGRAPHIC SURVEY HAS NOT BEEN ACQUIRED FOR THIS PROJECT AND UPLIII6 HAVE NOT „,END. r ' BEEN LOCATED.THE CONTRACTOR IS TO LOCATE ALL MIRES IN THE FIELD PRIOR TO FGel0. +' BEGINNING CONSTRUCTION. I HMA PATCHING S.LOCATIONS AND AREAS OF PATCHING SHOWN ON PUNS ARE TO BE MARKED IN FIELD AND ' VERIFIED BY ENGINEER PRIOR TO CONSTRUCTION. � ` '.. Nf 4.LIMITS,TYPES AND DEPTH OF PATCHING MAY BE ADJUSTED IN THE FIELD BY THE ENGINEER TO �A•+� HNA PATCHING(UNSUITABLE MATERIAL) U+ • ; ` e, r ACCOMMODATE EXSPNG GEOTECHNICAL CONDITIONS ENCOUNTERED DURING EXCAVATION. '� ''* 'A ° ss.. II,,,,* ” ,x, S.COORDINATE PE:MINTS WITH THE ENGINEER. 5 ,NG� C s ]f' 'C - s y 14' t'lltit Print Date: Sheet Revisions A AS Constructed NEST laPRI!CREEK RDAD PA CHING PROJECT Project No./Code File Name: Date: Comments )nit. A'(SKII� litif YF No Revisions: PATCHING PLAN Horiz. Scale: Vert. Scale: As Noted Cppn•[1( ---. Unit Information Unit Leader Initials _C��,D Revised: Designer: Structure runic wotcs - - -- Detailer: c.e Numbers - - Void: Sheet Subset: PP-as Subset Sheets: ! Sheet Number TS .T '4' jr** * • . * ' ,g. 0 TS�$ffi moi' ,. M ;s* � sf' . Q11• 'I GUSTL141N20 t AU 16 i."--, `as +,$''yaa,. cy 7g0.y A ar , �' ' ' � CII h o. yip claw ',.tit' :!,:i.,,, 4 ' a �'®,"!1 n �x 1!!. ,�' § { $ T'$ '. xfi �'` g 'P. p It it 1, ,,, , H., ....,e, . '......'' --. .**„1:4•41140 iip.,,, �AF a� ro , + _, "` rt 0x . -4. g^r�+ .i 4s r f' #A, :Air, n ♦t ,elle •� � 76 ;d Y.'� s � +gyp r • ;'� I '. ' " t. , ,' ,,,'". .. 'Ai •-.14tf.lto.:':.."!il-t::': :'-*_:-4-:' -; -..- 0, ,''i.'';-.--4-,,,,.f--14, ' :,,,_„..,4,r, '..,,,;4:4--7...1.‘,'..,* . Vorf"'..,,-;:i'i.i...- .---.:.::: 'r-r- ''''' - — . a END WEST SOPRIS CREEK RMD a " .PATCHING PROJECT r:" ;R� 6,.00 .x W ''"HCL WEST SOPRIS CREEK ROAD i;;4......,,ii' P `5A-58.2000 •.,. - "^`.xFA.y.. • .. a'. .. co IL (/J �, 56.00 g.x..., J` s' -•, A 51+00 ~ W 5)+00 58+00 59.0O 'rE T SUVIj IS CRF..FK ROAD `' •A$ - ` `"` I YELLOW DOUBLE CENTER LINE(PAINT) HNA PATCHING(282 SO) , 4'YELLOW DOUBLE a;' CENTER LINE(PAINT) HNA PATCHING(294 50) Y n. ,X 6 Y S?F c'.46 ' • a tom: t. N I.ROADWAY CENTERUNE SHOWN FOR REFERENCE ONLY. 2 TOPOGRAPHIC SURVEY HAS THIS PROJECT Atte now HAVE NPT I FGFN6 BEEN LOCATED.THE CONTRACTORNOTBEEN IS TOACQUIRED LOCATE ALLFOR UR0JDES IN THE FIELD PRIOR TO *W.I \ BEGINNING CONSTRUCTION. 206 :<:I NIM PATCHING 0.LOGRONS AND AREAS OF PA/CHING SHOWN ON PUNS ARE TO BE MARKED IN P550 AND VERIFlED 00 ENGINEER PRIOR TO CONSTRUCTION. HNA PATCHING(UNSUITABLE MATERIAL) 4.UNTS,TYPES AND DEPTH OF PATCHING MAY BE ADJUSTED IN THE FlELD BY THE ENGINEER TO ACCONIAOOATE Ex STING GEOTECHNIGL CONOIRONS ENCOUNTERED DURING EXCAVATION. 5.ONRDINATE TIE IN POINTS WTM THE ENGINEER. Print Dote: Sheet Revisions THIN As Constructed WEST SOPRIS CREEK ROAD PATCHING PROJECT Project NE /Code File Name. Date: Comments Init. v PATCHING PLAN Hor z. Scale: Vert. Scale: As Noted COUNTQ No Revisions: Unit Information Unit Leader Initials - - _C' -.,.0 Revised: Designer: C.e Structure PURIU woAXs Detailer. ca Numbers Void: Sheet Subset: PP-Os Subset Sheets: 5 Sheat Number 11 I Intentionally Left Blank 5Z SPECIFICATION DOCUMENTS FOR WEST SOPRIS CREEK ROAD PATCHING PROJECT Contract#246.2016 Budget Line Item#110.54.96300.82000 West Sopris Creek Road i1'KIN COUNT ((;/- PUBLIC !PUBLIC WORKS Pitkin County Public Works 76 Service Center Road Aspen, Colorado 81611 Bid Set August 11, 2016 Prepared by: Pitkin County Public Works 76 Service Center Road Aspen, CO 81611 (970) 920-5390 53 Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set SPECIAL PROVISIONS WEST SOPRIS CREEK ROAD PATCHING PROJECT PITKIN COUNTY, COLORADO The 2011 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 Page Project Special Provisions Index Page 1 Standard Special Provisions Index Pages 2—3 Commencement and Completion of Work 4 Revision of Section 101 —Definitions and Terms 5 Revision of Section 102—Bidding Requirements and Conditions 6 Revision of Section 104—Scope of Work 7 Revision of Section 105 —Control of Work 8 Revision of Section 107—Legal Relations and Responsibility to the Public 9 Revision of Section 107—Insurance 10 Revision of Section 108—Prosecution and Progress 11 Revision of Section 201 —Clearing and Grubbing 12 Revision of Section 202—Removal of Asphalt Pavement 13 Revision of Section 403 —Hot Mix Asphalt 14-16 Revision of Section 630—Construction Zone Traffic Control 17-19 Force Account Items 20 Utilities 21-22 5'1 Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set SPECIAL PROVISIONS WEST SOPRIS CREEK ROAD PATCHING PROJECT PITKIN COUNTY, COLORADO STANDARD SPECIAL PROVISIONS No. Name Date of Pages Revision of Section 101 and 630-Construction Zone Traffic Control (April 30,2015) 2 Revision of Section 102-Contents of Proposal Forms (April 9,2015) 1 Revision of Sections 105 and 106-Conformity to the Contract of Hot Mix Asphalt (January 15,2015) 8 (Less than 5000 Tons) Revision of Section 105-Disputes and Claims for Contract Adjustments (October 29,2015) 33 Revision of Section 105-Violation of Working Time Limitation (February 3,2011) 1 Revision of Section 106-Certificates of Compliance and Certified Test Reports (February 3,2011) 1 Revision of Section 106-Material Sources (October 31,2013) 1 Revision of Section 106-Supplier List (January 30,2014) 1 Revision of Section 107-Project Payrolls (May 2,2013)1 Revision of Section 107-Responsibility for Damage Claims, (February 3,2011) 1 Insurance Types,and Coverage Limits Revision of Section 107-Warning Lights for Work Vehicles and Equipment (January 30,2014) 1 Revision of Section 108-Delay and Extension of Contract Time (April 30, 2015) 2 Revision of Section 108-Liquidated Damages (October 29,2015) 1 Revision of Section 108-Notice to Proceed (July 31,2014) 1 Revision of Section 108-Project Schedule (July 31,2014) 6 Revision of Section 108-Subletting of Contract (January 31,2013) 1 Revision of Section 108-Payment Schedule(Single Fiscal Year) (April 30,2015) 1 Revision of Section 109-Compensation for Compensable Delays (May 5,2011) 1 Revision of Section 109-Fuel Cost Adjustment (February 3,2011) 2 Revision of Section 109-Measurement of Quantities (February 3,2011) 1 Revision of Section 109-Measurement of Water (January 6,2012) 1 Revision of Section 109-Prompt Payment (January 31,2013) 1 Revision of Sections 203,206,304 and 613-Compaction (July 19, 2012) 2 Revision of Section 208-Aggregate Bag (January 31,2013) 1 Revision of Section 208-Erosion Log (January 31,2013) 1 Revision of Section 212-Seed (April 26,2012) 1 Revision of Section 213-Mulching (January 31,2013) 4 Revision of Section 216-Soil Retention Covering (January 30,2014) 6 Revision of Section 401 -Compaction of Hot Mix Asphalt (April 26,2012) 1 Revision of Section 401 -Compaction Pavement Test Section(CTS) (July 19,2012) 1 Revision of Section 401 -Temperature Segregation (February 3,2011) 1 Revision of Section 401 and 412-Safety Edge (May 2,2013) 2 55 Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set No. Name Date of Pages Revision of Sections 412,601,and 711 -Liquid Membrane-Forming (May 5,2011) 1 Compounds for Curing Concrete Revision of Section 601 —Concrete Batching (February 3,2011) 1 Revision of Section 601 —Concrete Finishing (February 3,2011) 1 Revision of Section 601 —Concrete Slump Acceptance (July 29,2011) 1 Revision of Section 601 —Fiber-Reinforced Concrete (May 2,2013) 1 Revision of Section 603—Culvert Pipe Inspection (October 2,2014) 1 Revision of Section 603, 624 and 705—Drainage Pipe (April 30,2015) 3 Revision of Section 703—Aggregate for Hot Mix Asphalt (November 1,2012) 2 Revision of Section 703—Concrete Aggregate (July 28, 2011) 1 Revision of Section 703 -Aggregate for Bases(Without RAP) (October 31,2013) 1 Revision of Section 712—Geotextiles (November 1, 2012) 2 Revision of Section 712—Water for Mixing or Curing Concrete (February 3,2011) 1 5G Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set COMMENCEMENT AND COMPLETION OF WORK The Contractor shall commence work under this Contract on or before the 5th day following contract execution or the 20th day following the date of award whichever comes later, unless such time for beginning the work shall be changed by Pitkin County in the "Notice to Proceed." The Contractor shall complete all work within 45 calendar days in accordance with the "Notice to Proceed." Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: The Contractor's Progress Schedule may be a Bar Chart Schedule. Salient features to be shown on the Contractor's Progress Schedule are: (1) Mobilization, Signing and Traffic Control (2) Removal of Asphalt and Excavation for Patching (3) Preparation of Subbase, Installation of base and HMA Patching (4) Site Restoration and Cleaning S4 Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 101 DEFINITION AND TERMS Section 101 of the Standard Specifications is hereby revised for this project as follows: Technical Specifications related to construction materials and methods for the work embraced under this Contract shall consist of the Colorado Department of Transportation, Standard Specifications for Road and Bridge Construction, dated 2011. Certain terms utilized in the Specifications referred to in the paragraph above shall be interpreted to have different meanings within the scope of the Contract. A summary of redefinitions follows: Subsection 101.10 CDOT Resident Engineer shall be replaced with Pitkin County Engineer. Subsection 101.28 Department shall be replaced with the Pitkin County Public Works Department. Subsection 101.29 Engineer shall be defined as the Pitkin County Engineer acting directly or through an authorized representative, who is responsible for engineering and administrative supervision of the project. Subsection 101.39 Laboratory shall be defined as the testing laboratory of Pitkin County or other laboratory designated by Pitkin County. Subsection 101.51 Project Engineer shall be defined as the County Engineer's duly authorized representative who may be a County employee or an employee of a consulting engineer (consultant)under contract to the County as defined below: (a) County Project Engineer.The County employee,assigned by the County Engineer,who is the County Engineer's duly authorized representative. The County Project Engineer is in direct charge of the work and is responsible for the administration and satisfactory completion of the project under contract. (b) Consultant Project Engineer.The consultant employee under the responsible charge of the consultant's Professional Engineer who is in direct charge of the work and is responsible for the administration and satisfactory completion of the project. The Consultant Project Engineer's duties are delegated by the County Engineer in accordance with the scope of work in the consultant's contract with the County. The Consultant Project Engineer is not authorized to sign or approve Contract Modification Orders. Subsection 101.58 Region Transportation Director shall be defined as the Pitkin County Engineer. Subsection 101.76 State shall mean Pitkin County, Colorado (where applicable). 58 Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 102 BIDDING REQUIREMENTS AND CONDITIONS Section 102 of the Standard Specifications is hereby revised for this project as follows: Subsection 102.05 shall include the following: One(1)set will be provided to approved bidders by Pitkin County free of charge. The successful bidder will be provided 4 sets of plans and specifications at no cost.Additional sets of plans and other available data may be purchased on a cash sale basis from the Pitkin County purchasing department at current reproduction prices. Subcontractors and suppliers may obtain plans and other data from the successful bidder or they may purchase copies on a cash sale basis from the Pitkin County purchasing department at current reproduction prices. The following information will be available for review at the Pitkin County office for review: Not applicable 5q Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 104 SCOPE OF WORK Section 104 of the Standard Specifications is hereby revised for this project as follows: Subsection 104.04, add: (e) Periods of no interference: During the periods below,the Contractor shall not interfere with traffic through or immediately adjacent to the work zone. 1.No work shall be permitted on the federally recognized Holidays or on days as defined in section 101.36 and as outlined in the General Notes. (f) Traffic Control Requirements for Construction Activities. The following restrictions shall apply. In all cases,the Contractor shall schedule and coordinate this work such that there is a minimum delay to the traveling public and all requirements and restrictions are met. General Traffic Control Requirements: Through Travel Lane Widths. The Contractor shall provide and maintain a minimum of one (1) 10-ft travel lane of traffic through the project limits, except for the permitted full road closure period. Night Work: With Pitkin County approval only. Weekend Work: With Pitkin County approval only. Work Zone: Any work zone construction,as defined in the Contractor's Traffic Control Plans, shall be completed in full prior to beginning work on adjacent sections of the roadway. Parking: All vehicle or equipment parking shall be prohibited where it conflicts with safety, access or flow of traffic. The Contractor shall arrange for a parking area for employees within the approved construction staging area. (g) Maintenance Work. The Contractor shall bear all expense of the routine maintenance work required for maintaining the traveled roadway through the project except for designated no work period where no temporary facilities are in place, until final acceptance of the project is made pursuant to subsection 105.21. County maintenance crews will be responsible for snow removal on all normal travel lanes. (h) Costs and Time. All costs incidental to the foregoing requirements, will not be paid for separately, but shall be included in the work. Delays or impacts to the Contractor due to the requirements of this provision shall not be a basis for an extension of time or additional compensation,or both. Any denial or revocation of a prior approval for Methods of Handling Traffic requests shall not be the basis for any claim for additional time or compensation. 60 Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised for this project as follows: Subsection 105.11 shall include the following: The Contractor shall coordinate with all utilities well enough in advance so that utility improvements do not delay the Contractor's work. Subsection 105.22 shall be revised as follows: The Colorado Department of Transportation will not participate in the resolution process for any claims filed by the Contractor. Contract claims will follow the appropriate procedures of Subsection 105.21 except that all claim review will be handled by Pitkin County or its duly authorized representative. The following terms of this subsection shall be defined as follows: Project Engineer shall be Pitkin County, Public Works Department, acting directly or through its authorized representatives or agent. 41 Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC Section 107 of the Standard Specifications is hereby revised for this project as follows: Subsection 107.07,Public Convenience and Safety,add the following: Prior to working adjacent to driveways,the Contractor shall confirm the work schedule with the property owner. Access to residences and businesses shall be maintained at all times unless arrangements are made with the property owner and a copy of the written agreement is provided to the Project Engineer. Subsection 107.17, Contractor's Responsibility for Work, add the following: The Contractor shall be responsible for any damage to their work arising from running water from either a natural source or from landscape watering at no additional cost to the contract. The Contractor shall be responsible for any damages done by the Contractor that is outside the scope of this work, including but not limited to irrigation facilities, landscaping, existing sidewalks,utilities, or private property. CZ Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 107 INSURANCE Section 107.18 is hereby revised to read: For this project, all insurance certificates shall name Pitkin County as additional insured parties. Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised for this project as follows: Subsection 108.03 shall include the following: The Contractor shall present a preliminary bar chart to the Engineer at or prior to the preconstruction conference. This preliminary bar chart shall show the major features of the project for the entire project time frame. Subsection 108.05 shall include the following: The contractor shall schedule all work between 7:00 A.M. and 7:00 P.M Monday through Friday. The Contractor may request additional hours that are subject to prior approval by the Engineer. Construction may be allowed on weekends when approved by the Engineer. No construction shall take place over the following holidays and special events: Labor Day Beginning at noon on September 2 thru September 6 at 9:00 am The Contractor may make emergency repairs, and provide proper protection of the work and traveling public at any time. Meetings will be required to review progress and to plan upcoming activities. Representatives from the Contractor and all active subcontractors shall attend the meetings. Such meetings may be required on a weekly basis at a time to be determined by Pitkin County and the Contractor. Additional meetings will be held when required by the Pitkin County or the Contractor. The Contractor shall submit at the weekly progress meeting a written statement of planned work activities and anticipated inspection, and testing. A twenty-four hour notice shall be provided to Pitkin County by the Contractor if the Contractor elects to change the planned work activities. 6Y Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised for this project as follows: Subsection 201.01 shall be revised as follows: No burning of perishable material shall be allowed. Removal of all items depicted on the plans to be removed,which do not have a pay item, shall be included under Clearing and Grubbing. Subsection 201.02 shall be revised for this project as follows: The second paragraph shall be deleted and replaced as follows: Clearing and Grubbing shall encompass the area as shown on the plans or as designated by the project engineer. The seventh paragraph shall be revised as follows;No deleterious material, asphalt or other debris shall be buried within the project limits,unless specified otherwise on the plans. Subsection 201.04 Basis of Payment shall be revised for this project to include the following: It is the responsibility of the Contractor to visit the site and determine the resources necessary to clear and grub the project limits,therefore no additional compensation will be allowed. GS Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 202 REMOVAL OF ASPHALT PAVEMENT Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work shall consist of sawcutting, milling and removing existing pavement at the locations shown on the plans or specified by the engineer to the depth of existing pavement. Subbase disturbed and removed during removal of the existing pavement shall be replaced and restored to the original condition. In Section 202.02 add the following: Removal of asphalt pavement shown on plans shall be done to a true line,with a vertical face either with sawcutting or milling. Asphalt pavement shall be removed to the total depth of the existing pavement or as shown on the plans. Subsection 202.11 Method of Measurement shall include the following: Removal of Asphalt Pavement will be measured and paid for as designated in the plans. Subsection 202.12 is revised to include the following: Pay Item Pay Unit Removal of Asphalt Pavement Square Yards .66 Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 403 HOT MIX ASPHALT Section 403 of the Standard Specifications is hereby revised 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 Test Value For Grading Property Method SX(75) S(75) Patching Air Voids,percent at: CPL 5115 N(design) 3.5—4.5 3.5—4.5 3.5 —4.5 Lab Compaction(Revolutions): CPL 5115 100 100 100 N(design) Stability,minimum CPL 5106 30 30 30 Aggregate Retained on the 4.75 mm(No. 4) Sieve for S, SX and SG,and on the 2.36mm(No. 8) CP 45 60 60 Gu Sieve for ST and SF with at least 2 Mechanically Induced fractured faces, %minimum* Accelerated Moisture CPL 5109 Susceptibility Tensile Strength Method B 80 80 80 Ratio(Lottman),minimum Minimum Dry Split Tensile CPL 5109 Strength,kPa(psi) Method B 205 (30) 205 (30) 205 (30) Grade of Asphalt Cement, Top PG58-28 PG58-28 Layer Grade of Asphalt Cement,Layers below Top PG58-28 PG58-28 Voids in the Mineral Aggregate See See See Table (VMA)%minimum CP 48 Table Table 403-2 403-2 403-2 Voids Filled with Asphalt(VFA), AI MS-2 65-75 65-75 65-75 Dust to Asphalt Ratio Fine Gradation CP 50 0.6— 1.2 0.6— 1.2 0.8— 1.6 Coarse Gradation 0.8— 1.6 0.8— 1.6 1.1 — 2.2 ro q— Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set (2) REVISION OF SECTION 403 HOT MIX ASPHALT Cont.Table 403-1 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. Table 403-2 Minimum Voids in the Mineral Aggregate(VMA) Nominal ***Design Air Voids ** Maximum Size*, - mm(inches) 3.5% 4.0% 4.5% 5.0% 37.5 (1%2) 11.6 1 1.7 11.8 25.0(1) 12.6 12.7 12.8 19.0(%) 13.6 13.7 13.8 N/A 12.5 ('/i) 14.6 14.7 14.8 9.5 (%) 15.6 15.7 15.8 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. 68 Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set (3) REVISION OF SECTION 403 HOT MIX ASPHALT 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 prior to 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. Hot mix asphalt for patching shall conform to the requirements for HMA (SX)(75)(PG58-28) for the top lift. Lower lifts may utilize HMA(S)(75)(PG58-28). All patching shall be per the plans or as directed by the Engineer. Subsection 403.03 shall include the following: Delete subsection 403.05 and replace with the following: 403.05 The accepted quantities of hot mix asphalt will be paid for in accordance with 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(Grading SX)(75)(PG58-28) Ton Aggregate,asphalt recycling agent,additives,hydrated lime,and all other work 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,the asphalt cement will not be measured and paid for separately,but shall be included in the work. When the pay item does not include the PG binder grade, asphalt cement will be measured and paid for in accordance with 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. Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL The key elements of the Contractor's Method of Handling Traffic (MHT) are outlined in Subsection 630.10(a). The components of the traffic control plan for this project are included in the following: 1) Subsection 104.04 and Section 630 of the specifications. 2) Standard Plan S-630-1, "Traffic Controls for Highway Construction" 3) Standard Plan S-630-2, "Barricades, Drums Concrete Barriers (Temp) & Vertical Panels" Special traffic control plan requirements for this project are as follows: The Contractor shall submit a Method of Handling Traffic plan (MHT) to Pitkin County Public Works for approval prior to any lane closures and restrictions. Construction Traffic Control included in the MHT shall conform to the Manual on Uniform Traffic Control Devices (MUTCD) and CDOT M&S Standards. The MHT shall show the Contractor's method of handling traffic along with the locations of traffic control devices and the requirements for flagging. The plans are to include sufficient Traffic Control Devices to cover expected construction activities. Should the Contractor elect to utilize additional devices to enhance the operation of traffic,the additional devices will not be paid for, but shall be provided at the Contractor's expense, unless the additional devices are pre- approved for payment by the Engineer. Prior to starting construction, the Contractor shall notify Pitkin County Public Works of the date the Contractor intends to start construction. A certified Traffic Control Supervisor shall be required before NOTICE TO PROCEED is issued. The Contractor shall determine where to stockpile material or store equipment for the project. Traffic control measures required to accommodate material and equipment storage shall be included in the MHT. The staging area(s) shall be approved by the Engineer prior to construction During the construction of this project, traffic shall use the present traveled roadway. Traffic shall include motorized vehicles, bicycles and pedestrians. The Contractor shall have no construction equipment or materials in the lanes open to traffic at any time, unless directed by the Engineer. Access to local residents and properties will be maintained at all times. Lane closures with sufficient flaggers may be allowed between 7:00 a.m. and 7:00 p.m. io Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set (2) REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL During nonworking hours, the roadway shall be restored to safe pre-construction travel conditions for the free flow of traffic. Any maintenance required to restore the roadway to this condition, including,cleaning of the roadway, shall be done prior to opening the areas to traffic or completing the work for the day. Vertical cuts or fills greater than 3-inches resulting from construction operations, including planning adjacent to traffic lanes, shall be temporarily sloped at a 3:1 or flatter slope and delineated at 50-foot intervals immediately after grading or removal operations in order to safeguard the travelling public. The Contractor and Subcontractor(s) shall equip their construction vehicles with flashing amber lights. Flashing amber lights on vehicles and equipment shall be visible from all directions. The Traffic Control Supervisor shall be onsite during active construction. Both the Traffic Control Supervisor and Traffic Control Inspector shall either be accessible by cellular telephones or on site at the project location(s) in order to be available at all times while work is occurring. All costs of traffic control devices not specifically listed as a bid item and needed to provide a safe environment for the traveling public and a safe work zone for the Contractor shall be included in the original Lump Sum contract price for Traffic Control for the project. Section 630 of the Standard Specifications is hereby revised for this project as follows: Subsection 630.14 shall include the following: All flagging personnel used on the project shall be certified for traffic control operations. Subsection 630.15 Method of Measurement shall include the following: Payment will be for all work necessary to complete the construction of the project per the approved TCP including but not limited to: 1) Preparation and submittal of the MHT and TCP 2) All labor, supervision,inspection,equipment,materials and incidentals required for pedestrian,bicycle traffic and vehicle traffic control. 3) The furnishing,erecting,cleaning,maintaining,moving,removing,replacement and disposing of traffic control devices specified in the TCP,the current Manual of Traffic Control Devices(MUTCD), CDOT Standards and specified by the Engineer. 4) All labor costs including Flagger,Traffic Control Inspection,Traffic Control Supervisor and Traffic Control Management. 5) Where there is not a specific,pay item shall be incidental to Construction Zone Traffic Control. Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set (3) REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Subsection 630.16 shall include the following: Pay Item Pay Unit Construction Zone Traffic Control Lump Sum Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set FORCE ACCOUNT ITEMS DESCRIPTION This special provision contains the Department's estimate for force account items included in the Contract. The estimated amounts will be added to the total bid of the West Sopris Creek Road Project to determine the amount of the performance and payment bonds. Force Account work shall be performed as directed by the Engineer. BASIS OF PAYMENT Force account work valued at $5,000 or less, that must be performed by a licensed journeyman in order to comply with federal, state, or local codes, may be paid for after receipt of an itemized statement endorsed by the Contractor. Payment will be made in accordance with subsection 109.04. Payment will constitute full compensation for all work necessary to complete the item. Force Account Item Quantity Amount F/A Minor Contract Revisions F.A. $5,000 43 Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set UTILITIES Known utilities within the limits of this project include: UTILITY CONTACT PHONE/FAX/CELL Holy Cross Energy-Electric Jeff Franke (970) 945-5491 Century Link-Telephone Jason Sharpe (970)384-0238 Source Gas -Natural Gas Carla Westerman (970) 928-0407 Comcast—Cable and Fiber Optic Michael Johnson (970) 925-4311 The work described in these plans and specifications requires coordination between the Contractor and the utility companies in accordance with subsection 105.11 in conducting their respective operations as necessary to complete the utility work with minimum delay to the project. The work listed below shall be performed by the Contractor in accordance with the plans and specifications, and as directed by the Engineer. The Contractor shall keep each utility company advised of any work being done to its facility, so that the utility company can coordinate its inspections for final acceptance of the work with the Engineer. Coordinate the project construction with each utility owner listed below and any additional utility owners determined to be in the project area. Perform preparatory work as specified for work to be performed by the utility companies. Provide an accurate construction schedule that includes all utility work elements to the owner of each impacted utility. Provide each utility owner with periodic updates to the schedule. Conduct necessary utility coordination meetings, and provide other necessary accommodations as directed by the Engineer. Notify each utility owner in writing, with a copy to the Engineer,prior to the time each utility work element is to be performed by the utility owner. Provide traffic control, as directed by the Engineer, for any utility work by the utility owner expected to be coordinated with construction. However, traffic control for utility work outside of typical project work hours shall be the responsibility of the utility owner. Per the plans,work to be performed by the contractor is to include identifying any utilities that are potential conflicts to the proposed work located with the project site. Any utility that is determined to be in conflict with the proposed work shall be notified for either relocation or mitigation of conflict. Contract# 246.2016 August 11,2016 Budget Line Item# 110.54.96300.82000 West Sopris Creek Road Bid Set (2) UTILITIES General: The Contractor shall comply with Article 1.5 of Title 9, CRS ("Excavation Requirements")when excavation or grading is planned in the area of underground utility facilities. The Contractor shall notify all affected utilities at least two(2)business days,not including the day of notification,prior to commencing such operations. The Contractor shall contact the Utility Notification Center of Colorado (UNCC) 811 or 1-800-922-1987 to have locations of UNCC registered lines marked by member companies. All other underground facilities shall be located by contacting the respective company. Utility service laterals shall also be located prior to beginning excavating or grading. The locations of utility facilities have not been determined and are not shown on the plans. It shall be the Contractor's responsibility to locate all utilities in the project site to determine and conflicts. All costs incidental to the foregoing requirements will not be paid for separately but shall be included in the work. Intentionally Left Blank