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HomeMy WebLinkAboutbocc.con.010.22 8/30/2021 CDD eKIN Pitkin County COUNT Procurement Cover Sheet Please complete the Contract Cover Sheet when the contract/task order is complete and fully executed. Return all Contract Cover Sheets and Contracts/Change Orders/Amendments/Task Orders to Procurement Contract Information Contract Number 010.22 Project Name Crystal River Embankment Stabilization Contractor Environmental Excavation, LLC Budget Line Item 11836360.531500.10104 $ $Additional Budget Line — $ _ Item(s) (Please fully allocate New Contract Total) $ — Procurement Method: Formal Type: Services/Maintenance Contract Start Date 2/25/2022 Contract End Date 11/30/2022 Contract Type New Contract Retainage Yes - 5% If this is a new contractor, please enter the New Vendor information into Munis for workflow approval. Contact Information: Department Open Space & Trails County Representative Ted O'Brien County Representative (970)429-6130 Phone Provide a brief description of the Contract or Change Order: Crystal River embankment stabilization and improvement construction services. Contract Value Summary: Original Contract Amount $ 190,280.00 Previous Change Order/Amendment Amount $This Change order/Amendment amount $ !Contract Total $ 190,280.00 Bid#010.22 Rev. 2018-10-10 htf Budget Line Item# 11836360.531500.10104 1/44)ij KIN COUNT NOTICE OF AWARD Date: February 25, 2022 To: Environmental Excavation, LLC Peter Blake, Owner P.O. Box 1737 Carbondale, CO 81623 RE: RFP 010.22 - Crystal River Embankment Stabilization The County, having duly considered the Proposal submitted on January 14, 2022 for the work or purchase covered by the Contract Document titled RFP 010.22 - Crystal River Embankment Stabilization in the amount of One-Hundred and Ninety-Thousand Two- Hundred Eighty dollars and Zero cents ($190,280.00), and it appearing that the Price and other information in your Proposal Form is fair, equitable and to the best interest of the County, 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 Procurement via email at procurement@pitkincounty.com. PITKIN COUNTY Feb-25-2022 Ted O'Brien Date Resource and Trails Manager ACCEPTANCE OF NOTICE Receipt of the above Notice of Award is hereby acknowledged Feb-28-2022 Peter Blake Date Owner Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 JKIN COUNT PITKIN COUNTY CONSTRUCTION CONTRACT THIS CONTRACT,made February 25,2022 by and between the Board of County Commissioners of Pitkin County, Colorado, 530 E. Main St., Suite#302,Aspen,CO 81611, (hereinafter called the "County") and Environmental Excavation, LLC, P.O. Box 1737, Carbondale, CO 81623 (hereinafter called the "Contractor") to perform the following work: Crystal River Embankment Stabilization("Project"). I. Term of Contract: The term of this Contract is from February 25, 2022 to November 30, 2022. II. Scope of Work and Work Schedule: A. Scope of Work: Contractor shall provide all materials, machinery, equipment, personnel, and planning to successfully complete the stabilization and improvements to the project area as detailed and specified in Attachment A and Attachment B. Contractor is responsible for maintaining a safe worksite at all times and will coordinate work activities with Project Lead and any other stakeholders identified by Project Lead, including but not limited to, CDOT, private landowners, Open Space and Trails Board, and CPW. B. All work performed under this Contract shall be done according to the following work schedule: Work shall be performed in compliance with any and all Local, State, and/or Federal ordinances, guidelines, statutes, and/or laws. Contractor and Project Lead shall work to communicate and gain approval for a construction schedule from Colorado Parks and Wildlife with anticipated substantial completion occurring prior to November 1, 2022; Contract term written through November 30, 2022 to allow for project close-out and for any re-work/repairs to project site, if applicable. 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 Ninety Thousand Two-Hundred Eighty dollars and Zero cents ($190,280.00) 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 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 1) Contractor shall submit applications for payment monthly for work done to date. 2) Progress payments for Contracts exceeding one hundred fifty thousand dollars ($150,000.00) a. County shall make progress payments, within thirty (30) days of County's approval of Contractor's pay request. b. In accordance to amend Section 2 Colorado Revised Statutes (C.R.S.) § 24-91-103, for contracts exceeding one hundred fifty thousand dollars($150,000.00)and if the Contractor is satisfactorily performing this Contract, progress payments shall be in an amount equal to ninety-five percent (95%) of the calculated value of completed Project work. If, in the opinion of the Project Lead and County, satisfactory progress is not being made on the Project, or if claims are filed under Section C.R.S. § 38-26-107, 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 Project Lead'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. 3) County shall make final payment, including release of retainage, to Contractor in accordance with this Contract and Section C.R.S. § 38-26- 107, as amended. IV. Contractor 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 compiles accurately with this Contract. 2) The Contractor shall appoint and identify to the County and Project Lead, 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 Project Lead 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. 2 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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 Project Lead, whether initially or as a substitute) against whom the County or the Project Lead may have reasonable objection. 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 Project Lead.No acceptance by the County or the Project Lead of any such subcontractor, supplier or other person or organization shall constitute a waiver of any right of the County or the Project Lead to reject defective Project work. 3) The Contractor shall be fully responsible to the County and the Project Lead 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 Project Lead and any such subcontractor, supplier or other person or organization, nor shall it create any obligation on the part of the County or the Project Lead 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 Project Lead. 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 Project Lead 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 3 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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 Project Lead shall be responsible for monitoring the Contractor's compliance with any Laws or Regulations. 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 Project Lead 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 Project Lead to the extent based on a claim arising out of the Contractor's performance of the Project. 4 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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. 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. 2) 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 course of the Contract and not only to normal Project work hours. 3) 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 Project Lead. 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 Project Lead. a. Unless this Contract specifically provides for the closing to traffic of any local road or highway while construction is in progress, such 5 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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. b. 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 Project Lead 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 Project Lead 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 Project Lead to review the information as required. 2) The Contractor shall also submit to the Project Lead 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 Project Lead specific written notice of each variation that the shop drawings or samples may have from the requirements of this Contract, and, in addition, 6 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 shall cause a specific notation to be made on each shop drawing submitted to the Project Lead 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 Project Lead'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 fifty thousand dollars($50,000.00), 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. 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. Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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. 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 8 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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) • The policy shall be endorsed to include the following additional insured language on the Additional Insured Endorsements specified above: "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". 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: Statutory Coverage Bodily/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 9 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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: The Contractor shall maintain Professional Liability covering wrongful acts, errors and/or omissions, including design errors, if applicable, for damage sustained by reason of or in the course of operations under this Contract resulting from professional services provided by the Contractor as part of the Contract. Contractors Professional Liability (Errors and Omissions)policy must be kept in effect during the project and for up to three (3) years after completion of the project. The policy/coverages shall be amended to include the following: 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 $ 1,000,000 Aggregate $ 2,000,000 6) Builders Risk Insurance or Installation Floater—Completed Value Basis Unless otherwise provided, the Contractor shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, Builders' Risk Insurance in the amount of the initial Contract Sum,plus value of subsequent modifications, change orders, and cost of material supplied or installed by others, comprising total value of the entire Project at the site on a replacement cost basis without optional deductibles. 10 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 a. Policy must provide coverage from the time any covered property becomes the responsibility of the Contractor, and continue without interruption during construction, renovation, or installation, including any time during which the covered property is being transported to the construction installation site, or awaiting installation, whether on or off site. b. Such Builders'Risk Insurance shall be maintained,unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons and entities who are beneficiaries of such insurance, until final payment has been made or until no person or entity other than the County's has insurable 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, subcontractors and sub-tier contractors in the Project. d. The Builders' Risk Coverage shall be written on a Special Covered Cause of Loss form and shall include theft, vandalism, malicious mischief, collapse, false-work, temporary buildings, transit, debris removal including demolition, increased cost of construction, architect's fees and expenses, flood (including water damage), earthquake,and if applicable,all below and above ground structures, piping, foundations including underground water and sewer mains, piling including the ground on which the structure rests and excavation, backfilling, filling, and grading. e. The Builders' Risk shall include a Beneficial Occupancy Clause. The policy shall specifically permit occupancy of the building during construction. Contractor shall take reasonable steps to obtain consent of the insurance company and delete any provisions with regard to restrictions within 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 specifically cover insured equipment during installation and testing (including 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, earthquake, windstorm, tsunami, volcano, etc. 7) Special Coverages (check as appropriate and insert amount): a. ® Performance Bond $ 95,140.00 i. ❑ Labor and Material $ ii. 0 Payment Bond $ 11 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 b. 0 Professional Errors and Omissions c. 0 Aircraft Liability d. 0 Owner's Protective e. ❑ Boiler and Machinery f. ❑ Loss of Use Insurance g. ❑ 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 Pitkin County Procurement 530 E Main Street, Suite #304, Aspen, CO 81611. 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 Project Lead 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. 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 Procurement Depaitinent at procurement@pitkincounty.com, 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. 12 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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 Project Lead 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 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 Project Lead. 5) If the Contractor disturbs any of the landscape not called for removal, it shall restore those areas as directed by the Project Lead 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. 13 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 2) The Contractor shall provide the Project Lead 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 Project Lead 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. 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 Project Lead 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 Project Lead 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 14 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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 Project Lead 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 Project Lead 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 Project Lead 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. 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 15 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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 Project Lead 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 Project Lead, 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 Project Lead, 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. 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 (2)years from date of Final Payment. Landscaping replacement shall be warranted for two (2)growing seasons. 16 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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 Project Lead; or c. Enforce all warranties for the benefit of the County, if directed by the Project Lead. d. Assign all warranties and guarantees in writing to the County upon the request of the County. B. Access to Project. The Project Lead and the Project Lead'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. 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 Project Lead 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 Project Lead'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 Project Lead. 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 17 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 Project Lead, it must be uncovered for observation. Such uncovering and testing when required by the Project Lead shall be at the Contractor's expense. 5) Neither observations by the Project Lead 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 Project Lead 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 Project Lead 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 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 Project Lead 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 Project Lead 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 18 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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 November 1,2022.Liquidated damages of Zero dollars and Zero cents($0.00)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 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 19 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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: 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 20 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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 Contract 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. 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. 21 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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 Project Lead for reference. Upon completion of the Project, these record documents and samples will be delivered to the Project Lead 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. 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. Any use of subcontractors by the Contractor for performance of this Contract must be accepted in writing by the County. B. 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. C. 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. D. 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. E. Attorney's Fees. In the event that legal action is necessary to enforce any of the provisions of this Contract, the substantially prevailing party shall be entitled to its costs and reasonable attorney's fees. F. 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 22 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 Act, C.R.S., § 24-10-101, et seq., 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. G. 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 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. H. Notice. Any notice required or permitted under this Contract shall be in writing and shall be provided by electronic delivery to the e-mail addresses set forth below and by one of the following methods 1) hand-delivery or 2) registered or certified mail,postage pre-paid to the mailing addresses set forth below.Each party by notice sent under this paragraph may change the address to which future notices should be sent. Electronic delivery of notices shall be considered delivered upon receipt of confirmation of delivery on the part of the sender. Nothing contained herein shall be construed to preclude personal service of any notice in the manner prescribed for personal service of a summons or other legal process. To Pitkin County: with copies to: Ted O'Brien Pitkin County Attorney's Office 806 West Hallam Street 530 E. Main St., Suite#301 Aspen, CO 81611 Aspen, Colorado 81611 Email: Ted.Obrien@PitkinCounty.com Email: Attorney@pitkincounty.com To Contractor: Environmental Excavation, LLC P.O. Box 1737 Carbondale, CO 81623 Phone: (970) 261-2981 Email: EEPeterBlake@gmail.com I. 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: 23 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 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. 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 Project Lead written notice of all conflicts, errors, or discrepancies that it has discovered in this Contract, and the written resolution thereof by Project Lead 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, et seq., as amended and C.R.S. §§ 24-76.5-101, et seq., as amended: A. PUBLIC CONTRACTS FOR SERVICES. §§8-17.5-101, et seq. C.R.S. [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 established under Pub. L. 104-208 or the State verification program established 24 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 pursuant to §8-17.5-102(5)(c), C.R.S., 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(i) shall not use E-Verify Program or State program procedures to undertake pre-employment screening of job applicants while this Contract is being performed, (ii) shall notify the Subcontractor and the contracting State agency within 3 days if Contractor has actual knowledge that a Subcontractor is employing or contracting with an illegal alien for work under this Contract, (iii) shall terminate the subcontract if a Subcontractor does not stop employing or contracting with the illegal alien within 3 days of receiving the notice, and (iv) shall comply with reasonable requests made in the course of an investigation, undertaken pursuant to §8-17.5-102(5), C.R.S., by the Colorado Department of Labor and Employment. If Contractor participates in the State 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 State program. If Contractor fails to comply with any requirement of this provision or §§8-17.5-101 et seq., C.R.S., 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.§§24-76.5-101,et seq.,C.R.S. Contractor, if a natural person 18 years of age or older, hereby swears and affirms under penalty of perjury that he or she (i) is a citizen or otherwise lawfully present in the United States pursuant to federal law, (ii) shall comply with the provisions of§§24-76.5-101 et seq., C.R.S., and (iii) has produced one form of identification required by §24-76.5-103, C.R.S. prior to the Effective Date of this Contract. 25 Contract#010.22 Rev.2018-10-10 btf Budget Line Item# 11836360.531500.10104 IN WITNESS WHEREOF,the parties have executed this Contract as of the date first set out herein above. ENVIRONMENTAL EXCAVATION, LLC Feb-28-2022 Peter Blake Date Owner PITKIN COUNTY, COLORADO RECOMMENDED FOR APPROVAL: Feb-25-2022 Ted O'Brien Date Resource and Trails Manager SECTION APPROVAL: p(A US mAttict, Feb-26-2022 Phyl i s Matti ce Date Assistant County Manager MANAGER APPROVAL: flA4 L ' ' Feb-28-2022 Rich Englehart Date Deputy County Manager 26 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 JKIN COUNT @ .)•Cv PUBLIC NOTICE Pitkin County is accepting proposals to provide Crystal River Embankment Stabilization. More information is available online at www.BidNetDirect.com/Colorado. Any and all questions, or requests for clarification, must be submitted by 4:00 PM MST on December 17, 2021. Questions and requests for clarification will only be accepted via email at procurement@pitkincounty.com. Proposal documents must be uploaded to the BidNet Direct website no later than 2:00 PM MST on January 14, 2022. Published in the Aspen Daily News: December 6, 2021 and December 13, 2021. 1 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 PITKIN COUNTY Crystal River Embankment Stabilization Table of Contents REQUEST FOR PROPOSAL I. INTRODUCTION 3 II. COUNTY BACKGROUND 3 III. SCOPE OF WORK 4 A. SPECIFICATIONS AND DRAWINGS 4 B. CONTRACT TIME AND LIQUIDATED DAMAGES 4 C. ADDITIONAL INFORMATION 4 IV. SELECTION PROCESS 4 A. SUBMITTALS 4 B. TIME SCHEDULE 6 C. EVALUATION CRITERIA AND WEIGHING 6 D. SELECTION COMMITTEE 7 E. CONTRACT 8 PROPOSAL FORM 9 INSTRUCTIONS TO PROPOSERS 11 2 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 i1'KIN — COUNT -• - REQUEST FOR PROPOSALS Crystal River Embankment Stabilization GENERAL INFORMATION TO PROPOSERS ISSUED: December 1, 2021 DUE: January 14, 2022 at 2:00 PM MST INTRODUCTION Pitkin County (hereinafter called the "County") is qualifying interested parties for the provision of Crystal River Embankment Stabilization services on the western bank of the Crystal River where the river runs next to Highway 133 near Thomas Road, approximately 3 miles south of Carbondale. II. COUNTY BACKGROUND Covering 975 square miles, Pitkin County is located in the heart of the White River National Forest, surrounded by the spectacular peaks of the central Rocky Mountains. Pitkin County is located in Colorado with the county seat of Aspen. Pitkin County includes the communities of Aspen, Snowmass, Woody Creek, Old Snowmass, Meredith, Thomasville, Redstone and portions of the town of Basalt. As public servants, we work in the public trust to ensure quality of life and experience in Pitkin County for present and future generations. Organizational Values: Pitkin County embraces the following values to promote public trust and confidence in County Government. Stewardship: We strive to leave our natural environment, community,public assets, and organization in better condition than we found them for current and future generations. Ethics: We hold ourselves to high standards of honesty and dependability in the conduct of county business. Excellence: We are committed to providing quality services that are accessible, accurate and innovative to meet our community's needs. Collaboration: We work together as employees and with citizens and other government, non-profit and private sector organizations helping each other succeed in promoting and achieving the public's goals. Open Communication: We are committed to listening to our citizens and partners and to giving accurate and timely information. 3 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 Positive Work Environment: We appreciate dedicated and knowledgeable employees and support their professional and personal growth. Additional information about the County may be found on the County's website at: http://www.pitkincounty.com/DocumentCenter/View/4468 III. SCOPE OF WORK A. The purpose of this Project is to provide streambank protection to a section of the Crystal River that is actively eroding. For Project Site location and Project Specifications, please refer to the attached contract documents as outlined below: • Attachment A—Sample County Construction Contract • Attachment B—Project Special Provisions • Attachment C—Project Plan Set • Attachment D—Project Bid Schedule B. CONTRACT TIME AND LIQUIDATED DAMAGES The Contractor will endeavor to have all work completed by March 15,2022. There are no liquidated damages on this project. However, there are very specific cutoff dates for working within the Crystal River. All work in the river channel must be complete before high water and this date is tentatively May 15, 2022 but will depend on river conditions and snowpack. To avoid impacting spring spawning Colorado Parks and Wildlife has a March 15, 2022 date for major instream work, which is indicated in the plans. With this in mind the project schedule is incredibly important and this has been reflected in the scoring percentages detailed below. Please keep this in mind during the bidding process. C. ADDITIONAL INFORMATION It is the Contractors responsibility to provide all safety equipment necessary and to perform all work in a safe and workman-like manner. Pitkin County reserves the right to enter the working site for periodic checks of safe working environments. All construction work projects in excess of Fifty Thousand dollars ($50,000) must submit a performance bond of at least Fifty percent(50%) of the Contract value. IV. SELECTION PROCESS The County is required by the terms of the Pitkin County Procurement Code to conduct a competitive selection process to select a Contractor for the above- described proposal. This process shall be through formal proposals submitted in response to this Request for Proposals. A. SUBMITTALS 1.Proposer shall submit proposals for this Service as outlined in the Request for Proposals and Scope of Services, or an alternately developed plan as developed 4 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 by Proposer in response to and in accordance with this Request for Proposals and Information to Proposers attached hereto. Proposal Format: Each response shall be 8%2" X 11" in size. Font, Times New Roman, size shall be no smaller than 12 point and submission shall not exceed twenty(20)pages total,any page after page 20 will not be reviewed. Exclusions for cover letters, Proposal Form,personnel résumés, and Template Contract revisions, all to be uploaded as their own separate file. Proposals may include pages up to 11"x 17" size with each sheet larger than 8.5"x 11" counting as two sheets. a. The proposal must contain name, address, daytime phone number(s), and e-mail address for person(s) to whom additional selection process requests should be communicated; b. A proposed approach (basic description of how Proposer will proceed with this Service), timetable for the Service, and proposed method of compensation for services rendered; c. A statement of Qualifications of the Proposer; d. References; e. A completed Proposal Form; f. List of all subcontractors; g. Fee schedule for any work completed not included in Scope of Work 2. Proposer may be required to supply additional information upon request, or to make additional submissions under secondary selection criteria, if necessary. 3. Any and all questions or comments shall be submitted via email to procurement@pitkincounty.com no later than 4:00 PM on December 17, 2021. All requests must have the email subject line, "RFP 010.22—Crystal River Embankment Stabilization Request for Clarification and Questions." All questions, comments and answers provided shall be shared with all Proposers via addendum posted on BidNet Direct. Addendum(s) will include the requests for clarification and questions, as written by the Proposer. 4. All Proposals must be uploaded to the BidNet Direct website. Proposals will not be accepted in any other form or manner. 5. During the Request for Proposal selection process, all proposals shall remain confidential. The entire selection process(procurement) file shall be 5 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 available to the public (which includes all Proposers) after an agreement is approved by the County, except those items for which confidentiality has been requested in writing by the Proposer, and providing that the County Attorney has reviewed and determined this to be the properly confidential under the State Open Records Act and other relevant statutes and regulations. B. TIME SCHEDULE The County will endeavor to use the following timetable: December 1, 2021 Request for Proposals publicly advertised,posted on website (www.bidnetdirect.com/colorado) December 9, 2021 Mandatory on-site job walk at 12:00 PM MST.Please RSVP with procurement@pitkincounty.com and Ted.Obrien@pitkincounty.com for location. December 17, 2021 Proposer's request for clarification and questions due via email to procurement@pitkincounty.com by 4:00 PM MST January 7, 2022 County's response to request for clarification and questions posted on BidNet Direct via addendum January 14, 2022 PROPOSALS MUST BE UPLOADED TO BIDNET DIRECT BY 2:00 PM MST Week of January 17-21, 2022 Meeting of Selection Committee; checking of references; requests for additional information, if necessary; scheduling of interviews, if necessary January 24, 2022 Notice to Proposers February 1, 2022 Anticipated Contract Start Date C. EVALUATION CRITERIA AND WEIGHING Selection of the "short-listed" Proposers to be interviewed and/or the selection of the top-ranked Proposer will be based upon the following criteria and relative importance (or as the same may be amended or supplemented by published secondary selection criteria, if any): 1. Approach to Project 30% The Proposer shall prepare a brief statement as to intention to handle: A. The Project 6 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 B. The Project Schedule C. The Personnel assignments, including: i. Statements of the qualifications and experience of those personnel; ii. The time estimates of personnel assigned to the Project; and iii. Other pertinent facts. 2. List of similar work 10% The Proposer shall submit examples of work of similar size and type. 3. Availability 25% The Proposer shall affirmatively state and demonstrate that all necessary staff is available to complete the Project within the time indicated on the proposed schedule. 4. Estimated Cost of Services, including Reimbursable Expenses 25% List of reimbursable expenses should be submitted with a top-set. A. The Proposer shall list all costs assumed necessary to provide a completed product, including i. Labor expenses ii. Reimbursable expenses iii. Miscellaneous expenses B. The Proposer shall provide a list of standard hourly rates for personnel and other necessary rates to complete the Project. 5. References 10% The Proposer shall provide a list, including contact name and information, of references/prior clients, especially local, state and federal government. D. SELECTION COMMITTEE Communications between Proposer and any member of the selection committee during the selection process except when and in the manner expressly authorized by the Request for Proposals, is prohibited. Violation of this restriction is grounds for disqualification from the process. Voting Members of the Nonvoting counsel to the Selection Committee: Selection Committee: - Bill Griggers, OST Crew -County Attorney Supervisor -County Procurement - Gary Tennenbaum, OST Executive Director - Ted O'Brien, OST Resource & Trails Manager 7 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 E. CONTRACT A sample of the Pitkin County Construction Contract is included as Attachment A. The Proposer must present exceptions to the standard contract with the proposal. If concerns are not expressed, the County shall consider that terms and conditions as accepted. Contract alterations, modifications, additions or deletions will not be accepted at any time after proposals are submitted. Submittal of contract changes is for County information only and will only be reviewed upon vendor selection has been completed; it does not disqualify any vendor from contract award. 8 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 41)1iT'KIN COUNT - -ClJ• - G� PROPOSAL FORM Proposal Time: 2:00 PM MST Proposal Date: January 14, 2022 From: Phone E-mail Address: To: THE PITKIN COUNTY BOARD OF COMMISSIONERS c/o Procurement 123 Emma Rd., Suite #106 Basalt, CO 81621 For: RFP 010.22—Crystal River Embankment Stabilization: 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 Service and being familiar with conditions surrounding the Service of the proposed Service, including the availability of materials and labor hereby proposed to furnish all labor,materials, supplies, applicable permits, services and supervision required to perform the Service as detailed in this RFP for the sum of: The Fee Schedule for this project and any similar work not included in the Scope of Work is included. Statement and Detailed Approach to Service: Qualifications of Proposer: Please insert names address, phone numbers and description of similar Service for Reference Checks. 9 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 1. 2. 3. 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. . The right is reserved to waive any informalities and to reject any Proposal. (Type/Print name under all signatures) Dated this day of , 202 . (Corporate seal) PROPOSER: 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. 10 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 INSTRUCTIONS TO PROPOSERS FOR PITKIN COUNTY CONTRACTS 1. a. A "Proposal" is a responsive, conforming, unconditional, complete, legible and properly executed offer on the Pitkin County Proposal Form to do the work called for in the Request for Proposals ("RFP"). b. Proposals must be submitted electronically in PDF format and submitted at the time and place designated in the RFP. Electronic submissions must be clearly marked as a "sealed proposal" with the Service name and the name, contact person, mailing address and telephone number of the Proposer. The County reserves the right to request verification of any original or electronic signature at any time before issuing a Notice of Award. c. It shall be the responsibility of the Proposer to ensure that the Proposal is in proper form and in the County's possession by or before the scheduled time and date of public Proposal opening. Proposals will not be accepted after the scheduled time and date of opening. Any Proposals received late will be returned to the Proposer unopened, if possible.In the event that it is impossible to determine who the late Proposer is unless the envelope is opened,the envelope will be opened,the address determined, and the envelope and Proposal returned immediately to the Proposer. d. If specified in the Request for Proposals, parties who request packages of proposal documents will be required to pay a fee for the document package. All parties who request packages must provide the name of the potential Proposer, along with the name of a contact person, address, telephone number, and email address for the purpose of dissemination of Addenda or additional proposal information. e. If a mistake is made or discovered at or after the public opening,the County reserves the right to determine which party made the mistake and whether the mistake is material and, after these determinations,the County, in its sole discretion, shall make the decision whether to accept or reject the Proposal.No advantage shall be taken by either party of manifest clerical errors or omissions in the Proposal documents or the Request for Proposals (and plans and specifications). All Proposers are required to notify the County immediately of any errors of omissions that may be encountered. (See 2.a. and 2.c.,below). f. The signer of the Proposal must initial any alteration or erasure. If provided on the required Proposal Form, the proposal price of each item must be stated in numerals and words;in case of a conflict,the words will control. In case of conflict between the indicated sum of any addition of figures and the correct sum, the correct sum will control. g. No reimbursement will be made by the County for any costs incurred in the preparation of a statement of qualifications, Proposals, or attendance at a site inspection,pre-bid conference or interviews. h. No person, firm, corporation or other entity shall be allowed to make, file or be interested in more than one Proposal for the same work,unless alternate proposals are called for.A person,firm,corporation or other entity who has submitted a subproposal 11 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 to Proposer, or who has quoted prices on materials to a Proposer, is not hereby disqualified from submitting a subproposal or quoting prices to other Proposers. 2. a. If any person contemplating submitting a Proposal is in doubt as to the true meaning of any part of the Drawings, Specifications or other Proposal or Contract Documents, or finds discrepancies, errors, ambiguities, inconsistencies, incompleteness or omissions in the Drawings or Specifications or the proposal process, he/she must submit to the Procurement Officer a written request for an amplification,clarification, explanation, interpretation or correction thereof. Failure to do so shall constitute: (1) acceptance by the Proposer of the Drawings, Specifications or other Proposal or Contract Documents as is, and (2) a waiver by the Proposer of any and all claims arising, or that might arise, out of such discrepancies, errors, ambiguities, inconsistencies, incompleteness or omissions. b. Proposers may propose substitute materials or techniques if such substitution is equal to or better than the materials or techniques described in the RFP and if the substitution has been submitted in writing at least ten (10) days prior to the public Proposal opening. The burden of proof of equality or superior quality is on the Proposer. If accepted as equal by the County in its discretion, the substitute will be designated as an alternative on a formal addendum distributed to all Proposers at least three(3)days prior to the deadline for Proposal submission. c. Any amplification, clarification, explanation, interpretation or correction of the documents will be made only by written Addendum duly issued and a copy of the Addendum will be mailed or delivered to each person receiving a set of the Proposal Documents. Delivery, as used in these Instructions, shall include electronic delivery through e-mail, facsimile,web-posting or other electronic means.Neither the County nor the Procurement Officer will be responsible for any information,representations, explanations or interpretations of the Contract Documents not in written addenda. d. The County reserves the right to call a pre-proposal conference; if called and conducted,a summary of the pre-proposal conference will be mailed or electronically delivered to all parties receiving a set of Proposal documents. e. On request, the County will provide each Proposer access to the site to conduct, at Proposer's sole cost,such inspections,tests and investigations as each Proposer deems necessary for submission of a Proposal. No information provided by County representatives at such a site inspection shall be deemed a waiver of the requirements of 2.a. and 2.c.,above. f. Any Addenda issued during the time of the Proposal process, or forming a part of the Proposal Documents, shall be covered in the Proposal, and shall be considered a part of the RFP. Receipt of each Addendum shall be acknowledged in the Proposal. g. If specified in the RFP, a request for qualifications may precede the RFP process. 3. a. Each Proposal, if required by the Proposal Documents, shall be accompanied by a certified check or bid bond in a form acceptable to the County Attorney, in an amount specified,payable without condition to the County as a guarantee that the Proposer, if awarded the Contract, will promptly execute the Agreement in accordance with the Proposal, and will furnish, if required by the Proposal, good and sufficient bonds for 12 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 the faithful performance of the Contract and for the payment to all persons supplying labor and material for the work(see 10.a.,below).The Proposal guaranties of all parties except the three highest scoring Proposals will be returned promptly after the opening of Proposals. After execution of the Contract and issuance of a Notice to Proceed,the remaining two Proposers' guaranties will be returned. b. Proposer also,if required by the Proposal Documents,will fully complete and submit with the Proposal a Pitkin County Qualification Statement, or an updated Statement if one is already on file.Pitkin County reserves the right to pre-qualify Proposers based on said qualification statements. c. Proposer also must submit with the Proposal a list of subcontractors, independent contractors and suppliers to be employed under the Contract. If the County has a reasonable objection to any such subcontractor, independent contractor or supplier, it shall notify the Proposer and the Proposer may then: (a)withdraw the Proposal;or(b) substitute an acceptable contractor or supplier.If required by the Contract Documents, subcontractors, independent contractors and/or suppliers may be required to submit a Contractor's Qualification Statement. d. Proposals by corporations must be executed in the corporate name by the president or a vice-president (or other corporate officer accompanied by evidence of authority to sign)and the corporate seal must be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the signature. e. Proposals by partnerships or limited liability companies ("LLC") must be executed in the partnership or LLC name and signed by a partner, authorized LLC officer, whose title must appear under the signature and the official address of the partnership or LLC must be shown below the signature.The state in which the entity was formed and whose law governs the entity shall be shown below the signature. f. All names must be typed or printed below the signature. 4. a. Proposer acknowledges that this proposal is solicited and submitted subject to the requirements of the "Pitkin County Procurement Code," (Ordinance #026-2005, as amended by Ordinance #03-2007 (copies available on the Pitkin County website at http://pitkincounty.com/DocumentCenter/Home/View/5314 or upon request for a nominal charge). As such,the Proposer agrees to comply with all applicable require- ments of said Procurement Code relating to proposing, contract drafting, contract administration and ethics.The requirements of the Procurement Code are incorporated herein by this reference. b. The Proposer shall immediately notify the County Manager in writing of any violation of said Code by the County's employees or agents,which violation is known or should have been known by Proposer,and failure to so notify the County of violations within five(5)days of knowledge of such violations shall disqualify the Proposer from award of the Contract being proposed and shall be deemed as a waiver of any action or defense that the Proposer may have against the County by reason of such violation of the Procurement Code. 13 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 c. The submission of a Proposal shall be conclusive evidence and legal admission that the Proposer: (1) has no questions, complaints or objections in connection with the Proposal process and/or documents, subject to any requests made by Proposer for amplification, clarification, explanation, interpretation or correction pursuant to Paragraph 2.a. and 2.c.,above;(2)has no questions,complaints or objections as to the completeness, sufficiency,scope or detail of the Proposal Documents;and(3)has full knowledge of the scope, nature, quality and quantity of work to be performed, the detailed requirements of the Proposal Documents including any and all contract documents,the plans and specifications,the site and conditions under which the work is to be performed,the Pitkin County Procurement Code and applicable Colorado law. 5. a. All Proposals will be opened and read in public by name of Proposer only. No Proposals may be withdrawn after the beginning of the public opening. The County, in its sole discretion,may delay a Proposal opening for no longer than two(2)business days if weather or other circumstances beyond control of Proposers results in delay in receipt of Proposals. Proposals may be withdrawn at any time prior to the beginning of the public opening or modified by a document executed and delivered in a form substantially similar to the Proposal Form prior to opening. b. All Proposals submitted must be valid for a minimum period of sixty(60) days after the date of the Proposal opening. During this time, Proposers are investigated, and Proposals are evaluated. 6. a. Proposals will be awarded to the highest scoring Proposer complying with the terms, conditions, guidelines, selection criteria, plans and specifications presented in the Request For Proposals. All rights are reserved by the County to determine, in the County's sole reasonable discretion, whether the Proposal meets the needs or a purpose intended and is within the budget. b. Although price may be a major consideration in the selection of a Proposal,the County does not award on price alone. The County may also consider the quality of product as judged by the County;past experience with Proposers,subcontractors,independent contractors, products or suppliers; qualifications of the Proposers and/or subcontractors, independent contractors or suppliers; services offered; warranties; maintenance considerations; long-range costs; delivery; and similar considerations, all as specified in detail in the RFP. c. The County reserves the absolute right to conduct such investigations as it deems necessary to assist in the evaluation of any Proposal and to establish the experience, responsibility, reliability, references, reputation, business ethics, history, qualifications and financial ability of the Proposers and proposed subcontractors, independent contractors and suppliers. The purpose of such investigation is to satisfy the County that the Proposer has the experience,resources and commercial reputation necessary to perform the work and support any warranties in accordance with the Contract Documents in the prescribed manner and time. d. The County, at its sole discretion, may require the apparent successful Proposer to demonstrate, at a place and time designated by the County, that the Proposal meets the performance criteria specified, or to otherwise provide documented proof from independent reliable sources acceptable to the County that said performance criteria will be met prior to final acceptance of the Proposal. The burden of proof of such a 14 RFP 010.22 Rev. 2017.12.27 btf Budget Line Item#: 11836360.531500.10104 demonstration is on the Proposer. In the event that the apparent successful Proposer fails to demonstrate or provide acceptable proof of meeting required performance criteria, that proposal will be rejected and the next eligible Proposer in the selection ranking will be invited to participate in the same process until a proposal meeting performance criteria is found within the ranking of eligible Proposers. The County reserves the rights to reject any or all Proposals or to otherwise accept the Proposal which in the County's sole discretion is in the best interest of the County. e. Pitkin County reserves the right, if it deems such action to be in the best interests of the County, to reject any and all Proposals or to waive any irregularities or informalities therein. Any incomplete, conclusory, false or misleading information provided by Proposer shall be grounds for rejection of the proposal. If proposals are rejected, the County further reserves the right to investigate and accept the next best proposal in order of ranking or to reject all proposals and re-solicit for additional pro- posals. f. Any questions or disputes involving the documents or procedures not covered by these Instructions or other Proposal Documents shall be resolved by the Procurement Officer on the basis of fairness, custom in the industry, maximization of competition and best interests and convenience of the County. 7. Issuance of Notice of Award, execution of Contract Documents and issuance of a Notice to Proceed shall be as specified in the Contract Documents. 8. Contracts will be executed on standard Pitkin County Contract documents and/or by separate agreement with the Proposer. Copies of any applicable standard forms are included with the Proposal Documents. The County reserves the right to negotiate with the Proposer for contract terms not specified in the Proposing Documents. Any changes from the Pitkin County standard form contract may result in a delay in the issuance of a Notice to Proceed in order to obtain any necessary County Attorney review of changes from the standard form. Proposer agrees that any such delays shall not be grounds for either additional compensation or an extension of time to complete the work that is the subject of the Proposal. 9. If the contract awarded as a result of a Proposal extends beyond the calendar year, nothing herein shall be construed as an obligation by the County beyond any amounts that may be, from time to time, appropriated by the County on an annual basis. It is understood that payment under any Contract is conditional upon annual or supplemental statutory appropriation of funds by said governing body and that before providing services, the Proposer, if he/she so requests, will be advised as to the status of funds appropriated for services or materials and shall not be obligated to provide services or materials for which funds have not been appropriated. 15 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization PITKIN COUNTY OPEN SPACE AND TRAILS SPECIAL PROVISIONS CRYSTAL RIVER EMBANKMENT STABILIZATION The 2021 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.When specifications or special provisions contain both English units and SI units,the English units apply and are the specification requirement. PROJECT SPECIAL PROVISIONS—2021 or LATEST PUBLISHED EDITION Page Index Pages 1 Notice to Bidders 2 Commencement and Completion of Work 3 Revision of Section 101 —Definition and Terms 4 Revision of Section 102—Project Plans and other Data 5 Revision of Section 104—Scope of Work 6-7 Revision of Section 105—Claims for Contract Adjustment 8 Revision of Section 107—Protection of Existing Vegetation 9 Revision of Section 108—Prosecution and Progress 10 Revision of Section 202—Removal and Trimming of Trees 11-12 Revision of Section 203—Excavation and Embankment 13 Revision of Section 208—Erosion Control 14 Revision of Section 304—Aggregate Base Course 15 Revision of Section 506—Riprap 16 Revision of Section 630—Traffic Control Force Account Items 18 Traffic Control Plan—General 19 Utilities 20-21 22-23 1 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization NOTICE TO BIDDERS The proposal guaranty shall be a certified check, cashier's check, or bid bond in the amount of 5 percent of the Contractor's total bid. Pursuant to subsections 102.04 and 102.05, it is recommended that bidders on this project review the work site and plan details with an authorized Pitkin County representative. Prospective bidders shall have the opportunity to raise questions at the Prebid Meeting, scheduled for December 9,2021 at 12:00 PM MST on site just south of the intersection of Thomas Road and Highway 133, approximately 3 miles south of Carbondale. Project Manager- Ted O'Brien, Resource & Trails Manager Pitkin County Open Space & Trails 806 West Hallam St., Aspen, CO 81611 (970) 429-6130 Office Ted.obrien@pitkincounty.com The above referenced individual or County representative are the only representatives of Pitkin County with authority to provide any information, clarification,or interpretation regarding the plans, specifications, and any other contract documents or requirements. Contact with any other employee of the Pitkin County or any other individual regarding this project is not authorized.Any information obtained from other than an authorized Pitkin County representative, shall be considered invalid in the preparation of a proposal for this project. Questions received from bidders along with County responses will be released as addendums. If the bidder has a question or requests clarification that involves the bidder's innovative or proprietary means and methods,phasing, scheduling, or other aspects of construction of the project,the County Project Manager will address the question or clarification. The County Project Manager will keep the bidder's innovation confidential and will not share this information with other bidders, subject to the requirements of the Colorado Open Records Act. The County Project Manager will determine whether questions are innovative or proprietary in nature. If the County Project Manager determines that a question does not warrant confidentiality,the bidder may withdraw the question. If the bidder withdraws the question,the County Project Manager will not answer the question and the question will not be documented. If the bidder does not withdraw the question,the question will be answered, and both the question and answer will be released in an addendum. If the County Project Manager agrees that a question warrants confidentiality,the County Project Manager will answer the question, and keep both question and answer confidential. Pitkin County will keep a record of both question and answer in their confidential file, subject to the requirements of the Colorado Open Record Act. All Questions must be submitted in writing no later than December 17,2021 at 4:00 PM MST and shall be directed to the County Project Manager contact listed above. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect All references to the Colorado Division of Highways, Colorado Department of Transportation,and/or 2 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization Department or Division shall also mean Pitkin County. 3 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization COMMENCEMENT AND COMPLETION OF WORK The Contractor shall select the date that work begins for this project. The Contractor shall notify the Engineer, in writing, at least 21 days before the proposed beginning date. The date that work begins shall be subject to the County's approval. A different date may be authorized in writing by the County in the "Notice to Proceed." The Contractor shall complete all work by March 15th, 2022 in accordance with the "Notice to Proceed." 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 Bar Chart Progress Schedule are: 1) Mobilization/Construction Surveying 2) Permit submittals/site and traffic-pedestrian management plan 3) Shop Drawing and Material Submittals 4) Drainage/Erosion Control Placement and Removal 5) Clearing and Grubbing 6) Earthwork/Rip-rap phases 7) Site Restoration(and trail, if trail is used for access),Planting, Seeding and Cleaning 4 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization REVISION OF SECTION 101 DEFINITIONS 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 2021. 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 representative. Subsection 101.28 Department shall be replaced with Pitkin County. Subsection 101.29 Engineer shall be defined as the Pitkin County Engineer representative 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 if needed. 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 representative. Subsection 101.70 State shall mean Pitkin County, Colorado(where applicable). 5 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization REVISION OF SECTION 102 PROJECT PLANS AND OTHER DATA Section 102 of the Standard Specifications is hereby revised for this project as follows: Subsection 102.05 shall include the following: Project plans, special provisions and other data are available for review in the Pitkin County Purchasing Department Open Space and Trails until the date set for opening of bids: This includes,but is not limited to bid plans,project special provisions, standard special provisions and other relevant data. The following information will be available for review at the Pitkin County office: Pitkin County Trails Manual 6 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization 1 REVISION OF SECTION 104 SCOPE OF WORK Section 104 of the Standard Specifications is hereby revised for this project as follows: In Subsection 104.04, delete section(a) and replace with the following: In 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 subsection 108.07. 2.No work shall be permitted that will impact traffic on Highway 133 (no traffic stoppages) or construction equipment entering traffic without prior authorization of the Pitkin County Engineer or representative and CDOT. Unauthorized delays or traffic interruptions shall be considered a violation of the provision and shall be subject to price reductions as described in Revision of Section 105 -Control of Work. (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. The Contractor shall provide and maintain a safe and maintained access to the private property through which access to the site is obtained. Night Work: No night work will be permitted Weekend Work: With Pitkin County approval only. SH 133: As per CDOT Special Use/Access Permit by contractor(if required) 7 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization 2 REVISION OF SECTION 104 SCOPE OF WORK 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 off project limits. Construction Phases: Once the Contractor begins traffic control operations in a portion of work, that work shall be completed in its entirety as detailed in the plans prior to the start of any subsequent work. All work in the final schedule shall be completed through clean up and opened to final traffic and pedestrian movements to be considered substantially complete. (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. The Contractor shall be responsible for all snow removal within the work zone. The Contractor shall not be allowed to place snow on the traveled roadway. The Contractor shall be responsible for the replacement or updating of all traffic control devices displaced during snow removal activities. (h) Construction Operations. Cumulative delays: The traffic control operations shall be coordinated by the Contractor such that the cumulative delays to the traveling public through all construction zones shall not exceed 5 minutes, except as approved by the Engineer. The particular concerns for the project are the morning and afternoon peak traffic periods. If any approved MHT results in undue delays to the traveling public,or and unsafe condition the approval will be rescinded, and two-way traffic shall be immediately reestablished. Traffic control and associated construction operations may resume once free flow has been established. (i) Failure to comply with the above maintenance activities will result in a violation incident as outlined in subsection 105.03 of these Standard Special Provisions. (j) 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. 8 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization REVISION OF SECTION 105 CLAIMS FOR CONTRACT ADJUSTMENT Section 105 of the Standard Specifications is hereby revised for this project as follows: 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 105.22 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,Open Space and Trails Department,acting directly or through its authorized representatives or agent. District Engineer shall mean the Pitkin County,Public Works -Engineering Department, or its duly authorized representative. Chief Engineer shall mean the Pitkin County, Public Works - Engineering Department, or its duly authorized representative. 9 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization REVISION OF SECTION 107 PROTECTION OF EXISTING VEGETATION Section 107 of the Standard Specifications is hereby revised for this project as follows: Subsection 107.12 shall include the following: A. The Contractor shall save all existing vegetation in this area,except for those trees and shrubs which must be removed to accommodate construction of the project as identified on the planset. B. The Contractor shall perform all the work in such a manner that the least environmental damage will result. All questionable areas or items shall be brought to the attention of the Engineer for approval prior to removal or any damaging activity.Trees and/or shrubs that are damaged during construction but could have been saved shall be replaced at the expense of the Contractor. C. The following measures shall be taken to protect existing trees adjacent to the project: 1. Fencing material shall encircle any trees whose outer drip line edge is within 20 feet of any construction activities.The fencing material shall be bright,contrasting color,durable,and a minimum of 4 feet in height. Posts used shall be comparable to metal T-post or heavier weight,and placed to a depth of no less than 2 feet below ground level.Fencing material shall be placed at the drip line or 15 feet from tree trunk,whichever is greater,and maintained in an upright position throughout the duration of construction activities. 2. No material shall be placed or piled within the drip line of existing trees.No heavy objects such as wood pallets, metal railings, etc., shall lean against or come into contact with tree trunks. 3. When root cutting is unavoidable, a clean sharp cut shall be made to avoid shredding or smashing. Exposed roots shall be covered immediately to prevent desiccation. Where roots will be cut in a straight line, such as behind a curb or along a sidewalk, a saw such as a concrete saw with a sharp blade that penetrates 1 foot shall be used on top of the ground prior to excavating so that the roots are not torn or smashed during excavation. D. Measurement and Payment:All work necessary as defined in the specifications to protect the existing trees shall not be paid for separately,but shall be included in the cost of the work. 10 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization 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 Project Schedule to Pitkin County at least seven calendar days prior to the preconstruction conference. This schedule shall show the major features of each phase of the project for the entire project time frame. Subsection 108.07 shall include the following: The contractor shall schedule all work between 7:00 A.M. and 7:00 P.M. Monday through Friday. Disruption of traffic with flagged roadway closures shall not take place before 8:30 A.M. or after 4:30 P.M. Construction may be allowed on weekends when approved by the Project Manager. See project special provision—"Traffic Control Plan—General". 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 will 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,testing,and surveying requirements of the upcoming week. A twenty-four hour notice shall be provided to Pitkin County by the Contractor if the Contractor elects to change the planned work activities. 11 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization REVISION OF SECTION 202 REMOVAL AND TRIMMING OF TREES Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.02 shall include the following: This work includes the removal and the trimming of trees as directed by the Engineer. This work includes the preservation from injury or defacement of all vegetation and objects designated to remain. The Engineer will establish environmental limits.All trees, shrubs,plants,grasses, and other vegetative materials shall remain, except as designated by the Engineer. Prior to beginning any demolition,removal,trimming, and pruning of encroaching vegetation(as determined by the Engineer) shall be completed. Once all directed clearing,trimming, and pruning is completed and accepted,no additional clearing, trimming, cutting, or pruning will be allowed unless approved, in writing,by the Engineer. This work shall be done by a Contractor or subcontractor who is a qualified tree surgeon and a member of the National Arborist Association. The firm's or individual's name and qualifications shall be submitted at the preconstruction conference for the Engineer's approval. A list of references and other clients shall be included with the qualifications statement. A written description of work methods and time schedules shall be submitted and approved in writing by the Engineer prior to work commencing. Access for the removal or pruning of trees will be extremely limited. Trees shall be felled at the risk of the Contractor. Strict limits of disturbance will be defined and shall be adhered to. Branches on trees or shrubs shall be removed as directed by the Engineer. All trimming shall be done by skilled workmen.All work shall be done according to the following requirements: (1) Pruning shall be done with proper, sharp, clean tools in such a manner as to preserve the natural character of the tree. (2) All final cuts shall leave no projections on or off the branch and shall not be cut so close as to eliminate the branch collar. (3) To avoid bark stripping, all branches 50 mm(2 inches)in diameter and larger shall be cut using the 3-cut method. These branches shall be lowered to the ground by proper ropes. (4) Tools used on trees known or found to be diseased, shall be disinfected with alcohol before they are used on other trees. (5) Structural weaknesses,decayed trunk or branches, or split crotches shall be reported to the Engineer. (6) When cutting back or topping trees,the Contractor shall use the drop-crotch method and avoid cutting back to small suckers. Smaller limbs and twigs shall be removed in such a manner so as to leave the foliage pattern evenly distributed. 12 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization 2 REVISION OF SECTION 202 REMOVAL AND TRIMMING OF TREES (7) When reducing size (cut back or topping)not more than one-third of the total area shall be reduced at a single operation. (8) Climbing spikes shall not be used on trees not scheduled for removal. All brush,branches, limbs, and foliage smaller than 75 mm(3 inches)in diameter shall be chipped into mulch and stockpiled at a designated site. The trunks and limbs 75 mm(3 inches) and larger shall be cut into less than 6 foot lengths and stockpiled at a designated onsite location as directed by the County. Stumps shall be left no higher than 2 feet above the ground surface and shall not be removed when within the areas to be excavated. When trees being cut off are outside the excavation limits,the stumps shall be cut so that no more than 3 inches remains above the ground surface. Stump grinding is not required in any circumstances. Subsection 202.12 shall include the following: Pay Item Pay Unit Trimming Tree Hour Removal of Tree Each Chipping, stockpiling mulch, and hauling and stockpiling trunks and limbs will not be paid for separately but shall be included in the work. Removal of trees less than 3 inches in diameter will not be paid for separately but shall be included in the work. All clearing and grubbing directed by the Engineer will be paid for as lump sum under the clearing and grubbing item. 13 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specification is hereby revised for this project as follows: In Subsection 203.02 (a)add the following: Excavation within the riverbed shall not be considered "unclassified" material as that is considered excavation for ditches and channels under the revetment work. In Subsection 203.05 (b)delete the first and second paragraphs and replace with the following: Unclassified. Excess or unsuitable excavated material, including rock and boulders, shall become the property of the Contractor and properly disposed of outside of the project limits. In order to blend the intersection of the cut slopes with the slope of the adjacent natural ground surfaces in a uniform manner,the tops of all cut slopes,except those in solid rock,shall be flattened and rounded in accordance with the typical sections and details specified. Earth overburden lying above solid rock cuts shall be treated in the same manner as earth cuts. Subsection 203.13 (f)delete and replace with the following Proof rolling of all trail base or subgrade will not be measured and paid for separately but shall be included in the work. In Subsection 203.14 delete the fifth paragraph and replace with the following: No additional payment will be made for material which requires more than one handling prior to final placement. 14 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Special Provision is hereby revised for this project as follows: In Subsection 208.11 delete the first paragraph and replace it with the following: The Engineer will monitor the erosion control management. When the Contractor provides acceptable erosion control management in accordance with these specifications and applicable permit requirements, partial payments for the pay item Erosion Control Management will be made as the work progresses. Failure to provide acceptable erosion control management will result in withholding of payment for this item. These partial payments will be made as follows: Partial payments for erosion control management will be made once each month as work progresses. The monthly partial payments will be determined by pro-rating the lump sum bid amount by the number of months in the actual construction schedule. Subsection 208.12 shall include the following: Pay Item Pay Unit Erosion Control Management Lump Sum 15 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specification is hereby revised for this project as follows: Subsection 304.01 shall include the following: This work also includes furnishing and placing the aggregate for trail on a prepared subgrade. Subsection 304.02 shall include the following: The aggregate used for the trail shall meet the requirements of Project Special Provision 703. Subsection 304.08 shall include the following: The accepted quantities of the aggregate base course used for the trail will be paid for at the contract bid price per ton or per cubic yard, as shown in the bid schedule. Payment will be made under: Pay Item Pay Unit Aggregate Base Course(Class 6) (Class 2) Ton, Cubic Yard 16 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization REVISION OF SECTION 506 RIPRAP Section 506 of the Standard Specifications is hereby revised for this project as follows: Table 506-2 shall include: CLASS 5 RIP-RAP per FHWA HEC-23, 2009 Publication. % FINER APX DIA APX WT 5 100 33—39 (840—990) 2900—4850 (1300—2200) 85 23—28 (580—710) 990— 1800 (450—820) 50 17—20 (430—510) 400—650 (180—290) 15 11 — 15 (280—380) 110—270 (50— 120) For dimension purposes, assume D50=20" and D100=36"; therefore,2 X D50=40",3/4 X D100=27" 17 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization FORCE ACCOUNT ITEMS DESCRIPTION This special provision contains the Division's estimate for force account items included in the Contract.The estimated amounts marked with an asterisk will be added to the total bid to determine the amount of the performance and payment bonds. Force Account work shall be performed as directed by the Engineer. BASIS OF PAYMENT 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 Estimated Quantity Estimated Amount F/A Minor Contract Revisions F.A. $15,000 18 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization 1 TRAFFIC CONTROL PLAN—GENERAL The key elements of the Contractor's method of handling traffic (MHT)are outlined in subsection 630.10. The components of the TCP for this project are included in the following: 1) Subsection 104.04 and Section 630 of the specifications. 2) Standard Plan S-630-1 3) Manual of Traffic Control Devices(MUTCD). Special Traffic Control Plan requirements for this project are as follows: The Contractor shall submit a detailed Traffic Control Plan including a Method for Handling Traffic (MHT)for each different phase of construction to the Engineer for approval by the County at least two weeks prior to the start of any construction phase or prior to any changes in traffic control. The MHT's shall include as a minimum the requirements listed under 630.10 of the Standard Specifications. The MHT's shall also include the following: • Work Zones • Special construction activities Special Restrictions that must be met: • Maintain access to private property owner at all times • Maintain private access through trailhead parking area All lane closures shall be subject to the approval of the Engineer. An MHT shall be approved by the Engineer prior to any request for a lane closure. Request for each lane closure shall be made at least 24 hours in advance of the time the lane closure is to be implemented. Lane closures will not be allowed to remain unless being utilized continuously for the intended purpose for which they were set up. The Contractor shall coordinate and cooperate fully with Pitkin County,utility owners and contractors, and other contractors to assure adequate and proper traffic control is provided. The Contractor shall install construction traffic control devices in locations where they do not block or impede other traffic control devices, sidewalks for pedestrians, disabled persons,or bicyclists. All personal vehicles and construction equipment parking is prohibited when it conflicts with safety, access or the flow of traffic. The Contractor shall not have construction equipment or materials in the lanes open to traffic at any time, unless approved. 19 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization 2 TRAFFIC CONTROL PLAN-GENERAL The Contractor shall schedule all work between 7:00 AM and 7:00 PM Monday through Friday. Disruption of traffic with flagged roadway or lane closures shall not be permitted before 8:30 AM or after 4:30 PM. No night or weekend work will be allowed unless approved by the Engineer. If the Contractor finds it necessary to work outside of the above work hours,he must receive approval from the Engineer and a variance must be applied for and granted by the County Engineer During non-construction periods,all work shall be adequately protected to ensure the safety of vehicular and pedestrian traffic,as detailed in the Contractor's MHT. Excavation holes shall be adequately protected at all times. Vertical cuts near roadways 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 safe guard the traveling public. The Contractor and subcontractor shall equip their construction vehicles with flashing amber lights. Flashing amber lights on vehicles and equipment shall be visible from all directions. Prior to starting construction,the Contractor shall notify the Pitkin County Engineer or representative of the date the Contractor intends to start construction. The Contractor shall designate a Traffic Control Supervisor who will be accessible by cellular telephone and service and shall be available at all times while work is occurring. The trail can be closed for the duration of construction. One or more TCP/MHT may need to be assembled by the contractor for site and SH 133 purposes. 20 Pitkin County Open Space and Trails November 2021 Crystal River Embankment Stabilization 1 UTILITIES Known utilities within the vicinity of this project are: No utilities are indicated or known to be within the construction area. Contractor shall take standard precautions and acquire locates for the project prior to disturbing the site. The work described in these plans and specifications requires full cooperation between the Contractor and the utility owners in accordance with subsection 105.11 in conducting their respective operations so the utility work can be completed with minimum delay to all parties concerned. The Contractor shall be required to meet with each utility owner impacted by the work a minimum of thirty (30)days in advance of any construction operations to coordinate required utility work with the construction activity. Coordination with utility owners includes,but is not limited to,providing and periodically updating an accurate construction schedule that includes all utility work elements. Surveying and/or staking of utility relocations to be performed by the owner shall be the responsibility of the owner. The Contractor shall provide traffic control for any utility work expected to be coordinated with construction operations as directed by the Engineer. However,traffic control for utility work outside of typical project work hours or outside of project limits shall be the responsibility of the utility owner. The Contractor shall be compensated for traffic control as per the bid items for traffic control as established on this project. The Contractor shall keep each utility owner advised of any work being done to its facility so that each utility owner can coordinate its inspections for final acceptance of the work with the Engineer. GENERAL The Contractor shall comply with Article 1.5 of Title 9,CRS("Excavation Requirements")when excavating 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 actual day of notice, prior to commencing such operations. Contact the Utility Notification Center of Colorado(UNCC),use phone no. 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 excavation or grading. The locations of utility facilities as shown on the plan and profile sheets,and herein described,were obtained from visual observations of above ground signs and discussions with Pitkin County staff during the design process. All costs incidental to the foregoing requirements will not be paid for separately but shall be included in the work. 21 Pitkin CountyOpen & Trails Crystal River Bank Stabilization 2021 a ,.. �' -, Sheet Index / a 0 1 Title Sheet UJ0 2 Legend cProject List of Contacts 0 3 Abbreviations m Pitkin County Project Manager M 4 5 General Notes Ted O'Brien 970-429-6130 M 6 Existing Conditions SGM Project Manager ar' q RCSaindon,P.E. 970-384-9078 a O� 7 Overall Site Plan SGM Project Engineer —c /, 8 - 10 Site Plan Blow Up 1 Rick Barth, P.E. 970-384-9088 0 1 1 - 13 Cross Sections 14 Details Scope of Work Private ..", o Project intends to provide streambank protection to a Access Z section of the crystal river that is actively eroding. Proposed measures include cut and fill with riprap placed on a new Project /, olcilaid back finished grade surface. The proposed condition Thomas i will not decrease channel cross sectional area and Location therefore should not cause a significant rise in flood water Rd LinW elevations. Vicinity Map J > Section 22,Township 8, Range 88 0 N a 0 m H Z m J H Bid Set 811 MOW what's below. I 1 1.2 3.2021 0 Call before you dig. 0 CNCC 1-800-922-1987 us Z W 0 0 0 a- I o Computer File Information Sheet Revisions For Bid Contract Information Project No./Code N 7 Print Date: 1 1.23.21 Rev. Date Comments Init. 9jTKIN Contractor: No Revisions: No.: o Last Modification Date: �f 6SG M Project Engineer: RB/RS J Drawing File Name: CRB-Admin 0 CoUNT7 118 West Sixth Street, Suite 200 _ Design Engineer:RRS NN Glenwood Springs,CO 81601 Revised: Code: -- N Autocad Ver. 2020 Scale: As Shown Units: English 0 Project Started: -/ -/- Accepted: -/ -/ -- ��•� 970.945.1004 www.sgm-inc.com Void: Sheet Number: O1 - SGM Project No.: 2021-120.004 Quality Control: SK 0 Comments: - i EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION E OH O E OH OVERHEAD ELECTRICAL LINE 0 0 DECIDUOUS TREE IR IRRIGATION MANHOLE FL FL SWALE FLOWLINE CONIFEROUS TREE (5 IRRIGATION SPRINKLER HEAD ---x---x---x---x— —x—x—x—x— BARBED—WIRE FENCE LINE 0 MONUMENT MARKER 'IL) r0.3 UTILITY POLE SF SF SILT FENCE A CONTROL POINT b GUY WIRE 18" CMP 24" RCP Q CULVERT & SIZE ❑ET Q ELECTRIC TRANSFORMER o —(:)— SIGN EDGE OF PAVEMENT AC HEATING/AIR CONDITIONING UNIT 042.77FL FINISHED SPOT ELEV. W/ DESCRIPTION EDGE OF WATER 00 PVC PIPE s SOIL BORING LOCATION IRRIRR � TP CENTERLINE IRRIGATION VALVE TEST PIT LOCATION icy icy Li Li U U GUARDRAIL N 1>1 IRRIGATION CONTROL VALVE ( , o EROSION CONTROL LOG CrieYtOWSlYVW ROCK WALL icb icb IRRIGATION CONTROL BOX ® LARGE ROCK/BOULDER a) CONTOURS .' IRRIGATION HEADGATE - ASPHALT MILLING o -- --- RIGHT—OF—WAY • I ASPHALT m VEGETATION CONCRETE SURFACING (PLAN VIEW) a_ —LDA—LDA—LDA— LIMITS OF DISTURBED AREA CONCRETE SURFACING (SECTION VIEW) o T.C.E. TEMPORARY CONSTRUCTION EASEMENT GRAVEL SURFACING TOP OF CUT o RIPRAP/RIVER ROCK N TOP OF FILL t t t t RE—ESTABLISH NATIVE VEGETATION N + + + + UNDISTURBED SOIL -o o RECOMPACTED SOIL a_ 0 ROCKERY WALL 0 z WETLANDS aa a m O H (/) H W W N N d J_ 1 O Cl) 0 a S m H 0 Y Z a CO -J J a I— V) D- 0 O 0 0 0 0 a d N z w d O O O H d I N N Computer File Information Sheet Revisions 1 i KIN For Bid Crystal River Bank Stabilization 2021 Project No. Code Print Date: 11.23.21 Rev. Date Comments Init. i T SSG MNo Revisions: Last Modification Date: 11.01.2021 01 Legend No.: a Drawing File Name: CRB-Admin = Cot NT� 118 West Sixth Street, Suite 200 _ Engineer: RB/RS Structure oN Glenwood Springs,CO 81601 Revised: Code: -- Autocad Ver. 2020 Scale: As Shown Units: English Drawn By: RRS Numbers g ����'� 970.945.1004 www.sgm-inc.com Void: Sheet Number: 02 `SGM Project No.: 2021-120.004 Quality Control: SK = Sheet Subset: - Subset Sheets: Abbreviations MINIMUM 4" TOP SOIL OR SPECIFIED FF FRONT FACE PROP PROPOSED ALTERNATIVE FG FINISHED GRADE PT POINT OF TANGENCY ® AT FH FIRE HYDRANT PVI POINT OF VERTICAL INTERSECTION 0 DIAMETER FHWA FEDERAL HIGHWAY ADMINISTRATION PVMT PAVEMENT AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY FL FLOWLINE R RIGHT AND TRANSPORTATION OFFICIALS FOW FACE OF WALL R—R REMOVE & REPLACE ABC AGGREGATE BASE COURSE FT. FEET RAD. RADIUS ABUT. ABUTMENT GB GRADE BREAK RAE. REFERENCE AP ANGLE POINT GR GRAVEL REQ. REQUIRED 3 AS ASPHALT GRAV. GRAVEL REQ.'D REQUIRED ASPH ASPHALT HCL HORIZONTAL CONTROL LINE REVEG REVEGETATE BMP BEST MANAGEMENT PRACTICES HMA HOT MIX ASPHALT ROW RIGHT—OF—WAY T BOW BACK OF SIDEWALK HORIZ. HORIZONTAL RP RADIUS POINT m BP BEGIN PROJECT, BEGINNING POINT HP HIGH POINT RT RIGHT m BVCE BEGIN VERTICAL CURVE ELEVATION HPG HIGH PRESSURE GAS RW RETAINING WALL BVCS BEGIN VERTICAL CURVE STATION HWY HIGHWAY SD STORM DRAIN m BW BOTTOM WALL HYD HYDRANT SECT. SECTION C CURB INV. INVERT SF SQUARE FEET o CC CURB CUT L LEFT SHDR SHOULDER CDOT COLORADO DEPARTMENT OF LF LINEAL FEET SMH SEWER MANHOLE TRANSPORTATION LP LOW POINT SOD GRASS AREA o CDPHE COLORADO DEPARTMENT OF PUBLIC HEALTH LT LEFT STA. STATION AND ENVIRONMENT L.S. LANDSCAPED AREA SE SOUTH EAST ro N CL CENTERLINE MAT'L MATERIAL SL SEWER LINE CMP CORRUGATED METAL PIPE MAX. MAXIMUM SW SIDEWALK CONC CONCRETE MHT METHOD OF HANDLING TRAFFIC T TREAD STAIRS CONST CONSTRUCTION MIN. MINIMUM TBC TOP BACK CURB o CONT. CONTINUOUS MP MILE POST TC TOP CURB o_ COR. CORNER MSE MECHANICALLY STABILIZE EARTH TELE TELEPHONE CU CUBIC N NORTHING TEMP TEMPORARY D DEEP N/A NOT APPLICABLE TP TOP OF PIPE DR DRAIN NAT. NATIVE GRASS AREA TRANS. TRANSITION Q DW DRIVEWAY NE NORTH EAST TR.FLG. TRAFFIC FLANGE ON FIRE HYDRANT m E EASTING NAU. NUMBER TW TOP OF WALL m EA. EACH N.T.S. NOT TO SCALE TYP. TYPICAL EG EXISTING GRADE NW NORTH WEST UG UNDERGROUND GAS LINE N EL ELEVATION OC ON CENTER UT UNDERGROUND TELEPHONE LINE w ELEV ELEVATION OE OVERHEAD ELECTRIC VC VERTICAL CURVE LJ= EOA EDGE OF ASPHALT OH OVERHEAD W WIDE EOD EDGE OF DRIVEWAY OT OVERHEAD TELEPHONE W/ WITH cn EOP EDGE OF PAVEMENT 0/S OFFSET WL WATER LINE EOG EDGE OF GRAVEL PC POINT OF CURVATURE X—S CROSS SLOPE 5 EP END PROJECT, END POINT PED PEDESTAL ESMT EASEMENT PERM PERMANENT cn EVCE END VERTICAL CURVE ELEVATION PG PAGE o EVCS END VERTICAL CURVE STATION PGL PROFILE GRADE LINE 1 EX. EXISTING PI POINT OF INTERSECTION m EXIST. EXISTING PL PROPERTY LINE Q PNT POINT V) Y Z m m J Q H N ›- CC U 4 0 O OW d z Z w 0 U0 0 H 1 Computer File Information Sheet Revisions N For Bid Crystal River Bank Stabilization 2021 Project No./Code 1 Print Date: 1 1.23.21 Rev. Date Comments Init. trKIN N SG M No Revisions: -- o Last Modification Date: 11.01.2021 01 Abbreviations No.: !I Drawing File Name: CRB-Admin = COUNT 1 1 8 West Sixth Street, Suite 200 Engineer: RB/RS Structure o Glenwood Springs,CO 81601 Revised: Code: -- N Autocad Ver. 2020 Scale: As Shown Units: English Drawn By: RRS Numbers -- ��� �' 970.945.1004 www.sgm-inc.com Void: Sheet Number: 03 - SGM Project No.: 2021-120.004 Quality Control: SK Sheet Subset: - Subset Sheets: GENERAL PROVISIONS 1. UNLESS OTHERWISE SUPERCEDED, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF 4. LOCATION, NOTIFICATION AND COORDINATION OF BOTH UNCC MEMBER AND NON-MEMBER UTILITIES IS THE CONTRACTOR'S TRANSPORTATION, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2021, AND AS SUBSEQUENTLY RESPONSIBILITY. REVISED; THE STANDARD PLANS, DATED 2019, AND AS SUBSEQUENTLY REVISED, AND IN ACCORDANCE WITH THE PLANS AND SPECFICATIONS INCLUDED HEREIN. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AS NECESSARY TO INSURE THE UTILITIES WILL NOT BE IMPACTED BY CONSTRUCTION ACTIVITIES. 2. ALL ITEMS NOTED AS "INCIDENTAL" WILL NOT BE MEASURED AND PAID SEPARATELY. ALL COSTS FOR ITEMS NOTED AS "INCIDENTAL" SHALL BE INCLUDED IN OTHER ITEMS OF WORK. 6. IF FIELD CONDITIONS ARE FOUND TO BE DIFFERENT THAN SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SO THAT APPROPRIATE ACTION CAN BE TAKEN BY THE OWNER. 3. EXISTING FIELD CONDITIONS MAY VARY FROM THE CONTRACT BID DOCUMENTS. THE CONTRACTOR SHALL VERIFY ACTUAL FIELD CONDITIONS PRIOR TO BIDDING PROJECT. SURVEY DATE 03/24/2021. PERMITS 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LINES, LEVELS, MATERIALS, ETC. PRIOR TO START OF CONSTRUCTION AND 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED DEWATERING PERMITS AND DEVELOPING THE METHODS OF SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN WRITING. COMPLIANCE WITH THOSE PERMITS FOR ALL CONSTRUCTION ACTIVITIES ON THE PROJECT. 5. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON 2. ANY PUMPING OF WATER MAY REQUIRE A DISCHARGE PERMIT FROM CDPHE WATER QUALITY CONTROL DIVISION, AND SHALL BE THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE RESPONSIBILITY OF THE CONTRACTOR. ONLY CLEAN WATER THAT HAS NOT PICKED UP SEDIMENT FROM THE WORK AREA THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF SHALL BE DISCHARGED FROM THE SITE WITHOUT PRIOR TREATMENT. WATER CONTAINING ELEVATED LEVELS OF SEDIMENT SHALL LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. THE CONTRACTOR SHALL NOT PARK ANY VEHICLES BE TREATED PRIOR TO DISCHARGE USING BEST MANAGEMENT PRACTICES AS APPROVED BY THE ENGINEER. CONDITIONS OF THE OR EQUIPMENT IN, OR DISTURB ANY AREA NOT APPROVED BY THE ENGINEER. ALL WORK MUST BE PERFORMED WITHIN THE PERMIT INCLUDING MONITORING AND REPORTING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. RIGHT-OF-WAY OR TEMPORARY CONSTRUCTION EASEMENTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL SURFACE AND SUBSURFACE DRAINAGE ° 6. ALL EXISTING ACCESSES SHALL REMAIN OPEN TO TRAFFIC THROUGHOUT CONSTRUCTION, WITH THE EXCEPTION OF MINOR AND GROUNDWATER ENTERING THE PROJECT AREA AND SHALL BE RESPONSIBLE FOR OBTAINING A CONSTRUCTION DEWATERING CLOSURES OF LESS THAN 15 MINUTES. THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE ENGINEER FOR ALL MINOR PERMIT FROM THE CDPHE IF CONDITIONS OF THEIR LOW RISK GUIDANCE FOR DISCHARGES OF UNCONTAMINATED GROUNDWATER TO LAND ARE NOT MET. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCIDENTAL TO THE WORK CLOSURES PER TRAFFIC CONTROL PLAN - GENERAL SPECIAL PROVISIONS. PERFORMED. m 7. THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL TIMES. AREAS AND FACILITIES 4. CDPS PERMIT - PROJECT ACTIVITIES WILL RESULT IN MORE THAN ONE ACRE OF EARTH DISTURBANCE. A COLORADO DISCHARGE SUBJECTED TO FLOODING SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST TO THE PROJECT. PERMIT SYSTEM - STORMWATER CONSTRUCTION PERMIT WILL BE REQUIRED. THE CONTRACTOR SHALL NOT COMMENCE ro 8. CONTROL OF SURFACE RUNOFF AND THE REPAIR OF DAMAGES RESULTING FROM RUNOFF IS SOLELY THE RESPONSIBILITY OF THE PERMIT-RELATED WORK UNTIL THE PERMIT IS RECEIVED. WORK PERFORMED MUST BE CONSISTENT WITH THAT DETAILED IN THE CONTRACTOR. THE COST TO CONTROL SURFACE RUNOFF OR REPAIR DAMAGES WILL NOT BE PAID FOR SEPARATELY, BUT SHALL STORM WATER MANAGEMENT PLAN. BE INCLUDED IN THE WORK. 5. WETLANDS AND THREATENED AND ENDANGERED SPECIES - WORK ACTIVITIES INCLUDING THE MOVEMENT AND PLACEMENT OF 0 9. THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS DESIGNATED TO REMAIN FROM DAMAGE DURING VEHICLES AND EQUIPMENT SHALL NOT DISTURB WETLANDS BEYOND THE PLANNED LIMITS OR THREATENED AND ENDANGERED CONSTRUCTION OPERATIONS. ANY MONUMENTS DISTURBED BY THE CONTRACTOR THAT ARE NOT DESIGNATED FOR RELOCATION SPECIES (OR THEIR HABITAT). SHALL BE RESET AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL NOTE THOSE MONUMENTS IN THE FIELD PRIOR TO CONSTRUCTION. 6. NOTED PERMITS: 6.1. USACE NATIONWIDE PERMIT (NWP)-13-BANK STABILIZATION ANTICIPATED READY BY FEBRUARY. PERMIT INDICATES ALL WORK 10. SANITARY FACILITIES SHALL BE LOCATED ON SITE AND SHALL BE FULLY OPERATIONAL BEFORE CONSTRUCTION CAN BEGIN. SHALL OCCUR FROM THE RIVER, NOT THE TOP OF BANK. WORK IN RIVER AND CLEAN WATER/EQUIPMENT REQUIREMENTS SANITARY FACILITY PAY ITEM SHALL INCLUDE CLEANING A MINIMUM OF TWICE A WEEK. SHOULD BE ANTICIPATED. 6.2. COLORADO PARKS AND WILDLIFE - PERMIT OR, AT A MINIMUM, MEMORANDUM ANTICIPATING WORK TO BE COMPLETE AND 11. THE CONTRACTOR SHALL HAVE: ONE COPY OF THE PLANS AND REVIEWED SHOP DRAWINGS AND ONE COPY OF THE OUT OF THE RIVER BEFORE MARCH 15TH. CONSTRUCTION SPECIFICATIONS FOR THE PROJECT AT THE JOB SITE AT ALL TIMES. 12. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE PITKIN COUNTY ENGINEERING DEPARTMENT, OR THEIR ASSIGNED REPRESENTATIVE. THE COUNTY AND THEIR ASSIGNED REPRESENTATIVES RESERVE THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE PLANS AND SPECIFICATIONS LISTED HEREIN. REQUIRED QUALITY CERTIFICATIONS AND DOCUMENTATION SHALL BE SUBMITTED TO THE COUNTY PRIOR TO PLACEMENT OR USE N OF THE MATERIAL. F- w = 13. PROJECT INSPECTION AND TESTING WILL BE PROVIDED BY THE CONTRACTOR AND OVERSEEN BY THE COUNTY ENGINEER OR cn COUNTY REPRESENTATIVE. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ALL REQUIRED TESTS. REFER TO THE LATEST cn EDITION OF THE CDOT FIELD MATERIALS MANUAL FOR ADDITIONAL INFORMATION. J • UTILITIES U cn 1. EXISTING UTILITY LOCATIONS SHOWN ON THE PLAN SHEETS ARE PLOTTED FROM THE BEST AVAILABLE INFORMATION. THIS o PROJECT IS NOT CONSIDERED A SUE-REQUIRED PROJECT AND NOT SUBJECT TO COLORADO REVISED STATUTES (CRS), SECTION = 9-1.5-102 THROUGH 106 (SB18-167). THIS PROJECT DOES NOT MEET THE REQUIREMENTS OF BEING PRIMARILY HORIZONTAL CONSTRUCTION AND THERE ARE NO ANTICIPATED UNDERGROUND UTILITY CONFLICTS. Y 2. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SUBSECTION 105.11 OF THE CDOT STANDARD SPECIFICATIONS AND THE PROJECT SPECIAL PROVISIONS CONCERNING UTILITIES. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY COMPANIES SO THAT NECESSARY RELOCATIONS CAN BE ACCOMPLISHED WITHOUT IMPACTING THE CONSTRUCTION SCHEDULE. cn 3. THE CONTRACTOR SHALL COMPLY WITH ARTICLE 1.5 OF TITLE 9, CRS ("EXCAVATION REQUIREMENTS") WHEN EXCAVATING 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 ACTUAL DAY OF NOTICE, PRIOR TO COMMENCING SUCH OPERATIONS. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 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 OWNER. w 0 0 0 Computer File Information Sheet Revisions For Bid Crystal River Bank Stabilization 2021 Project No./Code I Print Date: 1 1.23.21 Rev. Date Comments Init. trKIN SG M No Revisions: -- o• Last Modification Date: 11.01.2021 01 General Notes No.: JI Drawing File Name: CRB-Admin NI CDUNT 1 1 8 West Sixth Street, Suite 200 Engineer: RB/RS Structure No Glenwood Springs,CO 81601 Revised: Code: -- N Autocad Ver. 2020 Scale: As Shown Units: English Drawn By: RRS Numbers �� �' 970.945.1004 www.sgm-inc.com Void: Sheet Number: 04 - SGM Project No.: 2021-120.004 Quality Control: SK Sheet Subset: - Subset Sheets: EARTHWORK MISCELLANEOUS 1. PROTECTIVE PLASTIC FENCE AROUND WETLANDS, AND EROSION CONTROL MEASURES MUST BE IMPLEMENTED BEFORE 1. CONTROL STAKING SHALL BE PROVIDED BY THE ENGINEER PER SECTION 105.13 (b) FOR MAJOR STRUCTURES. ALL ADDITIONAL CONSTRUCTION AND GRADING OPERATIONS BEGIN. CONTRACTOR'S VEHICLES AND EQUIPMENT SHALL BE WASHED AND FREE OF SURVEYING NECESSARY TO COMPLETE THE WORK SHALL BE DONE BY THE CONTRACTOR. SOIL AND DEBRIS CAPABLE OF TRANSPORTING NOXIOUS WEED SEEDS OR ROOTS FROM OTHER AREAS BEFORE BEING BROUGHT ON THE PROJECT SITE. 2. CONSTRUCTION TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CDOT M&S STANDARDS. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A METHOD OF HANDLING TRAFFIC (MHT) TO THE ENGINEER 2. ANY CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF ALL TRASH AND DEBRIS WITHIN THE PROJECT LIMITS. ALL SURFACE FOR APPROVAL FOR EACH APPLICABLE PHASE OF WORK, AS NEEDED OBJECTS, TREES, TREE STUMPS, ROOTS, BUSHES, LANDSCAPING AND OTHER PROTRUDING OBSTRUCTIONS WITHIN THE LIMITS OF CUTS AND FILLS SHALL BE CLEARED AND GRUBBED, INCLUDING MOWING AS REQUIRED. ALL OTHER TREES AND BUSHES SHALL 3. THE CONTRACTOR SHALL DETERMINE WHERE TO STOCKPILE MATERIAL OR STORE EQUIPMENT FOR THE PROJECT. TRAFFIC BE PROTECTED. CONTROL MEASURES REQUIRED TO ACCOMMODATE MATERIAL AND EQUIPMENT STORAGE SHALL BE INCLUDED IN THE MHT. 3. ALL REMOVED, SOIL AND RIVERBED MATERIAL NOT USED IN PROJECT, SHALL BE DISPOSED OF AT CONTRACTOR EXPENSE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, AT HIS EXPENSE, ANY PROPERTY PINS REMOVED OR DESTROYED DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 629 OF THE SPECIFICATIONS. 4. ALL OTHER REMOVALS, NOT USED IN PROJECT, SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE INDICATED IN THE PLANS AND PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL MATERIALS. 5. SHOULD THE CONTRACTOR CHOOSE TO UTILIZE THE ADDITIONAL OPEN AREA OFFERED BY THE COUNTY, THE CONTRACTOR WILL INCLUDE ANY AND ALL ADDITIONAL WORK, TRAFFIC CONTROL, EROSION CONTROL, SITE MANAGEMENT AND RESTORATION IN THEIR 5. ALL EXCESS MATERIAL GENERATED WITHIN THE PROJECT LIMITS SHALL BE REMOVED FROM THE PROJECT SITE. THIS WORK WILL MOBILIZATION ITEM. ANY SITE IMPACTS WILL ALSO BE ACCOUNTED FOR WARRANTIES OR RESTORATION PARAMETERS. NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. 6. COORDINATION WITH ADJACENT PROPERTY OWNER TO THE NORTH WILL BE REQUIRED FOR RIVER ACCESS. ENVIRONMENTAL O 7. IN THE EVENT THAT PROJECT PERSONNEL ENCOUNTER UNKNOWN SOIL AND/OR GROUNDWATER CONTAMINATION, CONSTRUCTION 1. WATER QUALITY MEASURES TO REDUCE FINE SEDIMENT SHALL BE INCLUDED TO MINIMIZE IMPACTS TO DOWNSTREAM HABITATS. ACTIVITIES SHOULD CEASE IMMEDIATELY AND THE PROCEDURES OUTLINED IN THE CDOT STANDARD SPECIFICATIONS SECTION 250 o SHALL BE FOLLOWED. 2. EFFORTS SHOULD BE MADE TO COMPLETE ALL IN—STREAM WORK BY MARCH 15 TO MINIMIZE IMPACTS TO SPRING SPAWNING FISH. a 8. DUST CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF THIS WORK WILL NOT BE PAID FOR m SEPARATELY, BUT SHALL BE INCLUDED IN THE EARTHWORK ITEM. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATION SHALL BE AS DIRECTED BY THE ENGINEER. ro 9. TYPE OF COMPACTION FOR THIS PROJECT WILL BE AASHTO T-180 (MODIFIED PROCTOR) FOR COARSE GRAINED SOILS AND AASHTO T-99 FOR FINE GRAINED SOILS. ALL FILL AREAS NEED TO BE BENCHED AND MUST ACHIEVE A MINIMUM R—VALUE OF 25. 0 10. WATER FOR COMPACTION WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK. 11. DEPTH OF MOISTURE—DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS: FULL DEPTH OF ALL EMBANKMENTS AND ENGINEERED FILLS 12—INCH LIFTS FOR CLASS 2 MATERIAL 0 • 12. EXCAVATION, SCARIFICATION, MOISTURE CONDITIONING, AND RECOMPACTING SUBGRADE REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE INCLUDED IN THE WORK. 13. ANY OPEN EXCAVATION LEFT UNATTENDED SHALL BE BARRICADED OR FENCED OFF BY THE CONTRACTOR. 14. TEMPORARY EXCAVATION SUPPORT (SHORING) MAY BE NEEDED TO CONSTRUCT CERTAIN ELEMENTS OF THIS PROJECT. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. N 15. NO WORK IS ALLOWED IN WETLANDS OR IN THE STREAMS BEYOND THE LIMITS OF THE DISTURBED AREA. LJ w = 16. CONTRACTOR RESPONSIBLE FOR ACCESS TO RIVER BED FROM NEIGHBORING PROPERTY TO THE NORTH AS LUMP SUM ITEM. ALL cn EXCAVATION, EMBANKMENT, AND RESTORATION. cn • 17. COLD CONDITIONS MAY BE ENCOUNTERED. CONTRACTOR TO PROVIDE A COLD—CONDITIONS PLAN AS PART OF THEIR BID. PRE—APPROVED ALTERNATIVES INCLUDE, BUT ARE NOT LIMITED TO: BLANKETING, LOOSE TOP LIFTS, GROUND HEATERS. U 0 0] Z m m J N } U 4 O O a LA z z w 0 0 0 U H C_ Computer File Information Sheet Revisions KIN For Bid Crystal River Bank Stabilization 2021 Project No./Code Print Date: 1 1.23.21 Rev. Date Comments Init. 41 T SG M No Revisions: -- o• Last Modification Date: 11.01.2021 Ol General Notes (2) No.: !I Drawing File Name: CRB-Admin NI COUNT 1 1 8 West Sixth Street, Suite 200 Engineer: RB/RS Structure oGlenwood Springs,CO 81601 Revised: -- (9Code: -- Autocad Ver. 2020 Scale: As Shown Units: English Drawn By: RRS Numbers ��� �' 970.945.1004 www.sgm-inc.com Void: Sheet Number: 05 - SGM Project No.: 2021-120.004 Quality Control: SK Sheet Subset: - Subset Sheets: CONTROL POINT PROP ACCESS N 1555565,91 ' TO RIVER E2516579. 15' PROTECT & ELEV. 6344.68' RESTORE CONTROL POINT N 1555369.59' — E2516563.80' Lou • UNE OF LARGE COTTON WOOD TREES J� WETLANDS ELEV 6342.58' lr EXTENTS OHWM I. FOUND 1" YELLOW 404 , TAMP ED LSPLASD 141AP . S FOUND 1" YELLOW - = STAMPED LS 14111 • 'Rd� • O. o y _ 325 �''�4911) �`1 T 6 - alirif CRYSTAL RIVER ,*a •° — EXISTING CHANNEL ` 6� ' • y,y 6323 S ' o -,--- Parcel Parcel No. 246322200012 25 N Christopher son _ _ __ 'stopher J. Hender dCO 81623 o WALL 5342 Hwy 133 STONE 6 le C N 11. • A N.:'::::\::\\:::•-, '' 5 W �� .g32 EDGE OF WATER ON 4 MARCH 24TH, 2021 ,� o i :' l z _ - o �25 - 6 C 6329 M = STRUCTURE w 632� BENCH MARK d- s N 1555396.90' E251 6703.46' _ ELEV 6324 42, 3 - a 1 _ g3 N -. 3 X X --- z \.,, - - m = -6332 X X X Graphic rap is Scale 6-555 - 4' BARBED WIRE FENCE 30 0 60 120 I o - In Feet:1"=60' a o_ z z w o_ - O , O - a 1 o Com•uter File Information Sheet Revisions N KIN For Bid Crystal River Bank Stabilization 2021 Project No./Code Print Date: 11.23.21 Rev. Date Comments o Last Modification Date: 11.01.2021 C/ M 6SGM No Revisions: -- ExistingConditions Na.: 11. Drawing File Name: CRB-ExCond C� COUNT 118 West Sixth Street,Suite 200 . Engineer: RB/RS Structure o Glenwood Springs,CO 81601 Revised: - Code: -- RI Autocad Ver. 2020 Scale: As Shown Units: English ) Drawn By: RRS Numbers -- ���C G� 970.945.1004 www.sgm-inc.com Void: Sheet Number: 06 SGM Project No.: 2021-120.004 Quality Control: SK (= - Sheet Subset: - Subset Sheets: 1 ANTICIPATED SITE ACCESS ROUTE III APPROXIMATE LOCATION OF CONSTRUCTION FENCE 5' BEYOND L.O.D SH 133 .: DISTURBED WETLAND AREA: 0.028 ACRES EST. LIMIT OF TEMPORARY DISTURBANCE (L.O.D.) PAVED TRAIL 15' FROM TOP OF BANK, ACCESS ONLY AS NEEDED WETLAND EXTENTS I$ Io • $ CONSTRUCTION FENCE VEHICLE TRACKING PAD. SEE DETAIL. a' LINE OF LARGE o h N {t COTTONWOOD TREES o + 4 rj' OHWM `n h o - N am. --,,fs� ___:mow. th RIPRAP EXTENTS 0._ ' \v 1 6 r 1 WI t4 irivL.O.D. 1 Ia•=- -71iMIZIONW16'iili!Lel'3dd3 .. tr �' ' • 325 4= . - ��i� \`/ :0-... / x ,_ o \N tit � EXISTING STONE RIP—RAP N ' \O / J►��� iN »�÷�"z 6 '� «;► � ! - '` Iff ° imft 2Sr •_ _ PROTECT EX SEPTIC • APPROXIMATE LOCATION 0)\' a its' 44 �c / b, .a�l�o��U� �L , . SYSTEM ELEMENTS N OF EXISTING TOP OF BANK SAD o �'► ♦ 1 - - - 6322-.- C �\�� �vs" AREA �% ti ` �\ z' APPROX. s, J'2, O Ili .I` " '1d'v �" C CRYSTAL „�`®�..:- �25-``'_ 3,070 SF RIVER Z �/'►r o�lhTii• 6323 I l�_,� v. 1, -'d Sir'>S'O � ,,,'.; � �� r" ♦ - - _ - _ a� �� ,°', M H .� s s x o ! 1: `�,. L�` LOCAL BM SS v 6 ON -_�� 323. / N , o, EL.6324.42 0 ��s?� .00 // / 6 6', .o %4C`4,� �)� N 1555396.90 g �� 6 } E2516703.46 • - ` 632 PROP ACCESS TO RIVER t= F° 1r 0 ;,'<,- :6�`L ;. ;i EDGE OF WATER ON r ; . 1 t}i PROTECT & RESTORE N o / tSMATE cn . < Aar fib e- <` co ♦ ti� ~ Ii.� r� TING THALWEG ` X l� co am\� c 'i ' Ti e i - \ t, M ITS OF RIPRAP GRADING I �� I h Kz--4150 co���° � Qa j `i' ' \ S \gypiiTMMINI \ ��",' LINE TABLE: ALIGNMENTS 0 ; • : %'CONSTANT LINE \ _ LINE BEARING LENGTH START PT. END PT. o FOLLOWS APPROXIMATEi29 _ EXISTING THALWEG Cl N2 42 08 W 290.51' 1554868.49,2516630.95 1555151.61,2516592.84 (N E) (N E) ---- 02 N 19 18 49 E 96.33' 1555187.61,2516599.49 1555267.64,2516649.03 Y Co a \ -- ... L1 N 4 1554823.48,2516652.71 1554868.49,2516630.95 m ;% 25°48'24"W 9 99' N 7 L2 N 10°28'23"E 36.60' 1555151.61,2516592.84 1555187.61,2516599.49 t_� `r -- o 3 N53 02 18 E 56.92' 1555267.64,2516649.03 1555301 8 516694 51 o o Graphic Scale CURVE TABLE o 25 50 100 N 6325` '--.- '> - CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA - -- ------ - ---------- o "' Cl 458.80 290.51 150.31 285.68 N7 40 00 W 36 16 47 o X ---- =o In Feet:1" 50' -- ------------ - X� ;" -" -- - =`=-- �-��"'-- --:---,- C2 129.6E 96.33' 50.51' 94.13' N31 45 21 E 42 33' 55 ��y x X .ass - - - - ----- ----------------- o Computer File Information Sheet Revisions N i Print Date: 11.23.21 Rev. Date Comments Init. iTK I N For Bid Crystal River Bank Stabilization 2021 Project No. Code N O 416SGM No Revisions: Overall Site Plan No.: -- o Last Modification Date: 1 1.01.2021 tj Drawing File Name: CRB-SitePlan c DUNT 77 118 West Sixth Street,Suite 200 Revised: - Engineer: RB/RS Structure Code: -- o Glenwood Springs,CO 81601 i Autocad Ver. 2020 Scale: As Shown Units: English ( ) Drawn By: RRS Numbers -- ���C G� 970.945.1004 www.sgm-inc.com Void: Sheet Number: 07 SGM Project No.: 2021-120.004 Quality Control: SK - Sheet Subset: - Subset Sheets: , ...-- W,Illv . --.1" t p APPROXIMATE LOCATION • '., ��„ OF EXISTING TOP OF BANK APPROXIMATE LOCATION OF j \ • CONSTRUCTION FENCE 5' BEYOND L.O.D.. : N \ -- i `\:C) . : t EST. LIMIT OF TEMPORARY DISTURBANCE (L.O.D.) WETLAND EXTENTS �A�•` s��.' � ��11 15' FROM TOP OF BANK, ACCESS ONLY AS NEEDED .011 • I �.-11111 n \ • S OHWM =. ® r��� --- __ t 1 , T .... . ,,,„ / �.+ ,-ir ilikt, ®� • • ...., \ „ilk._ . ,,,,, .„... „ii,,,, \ . . ... . . . ....„ , . w - - ci ..... ..... l APPROXIMATE LOCATION . ' /, \ • .-vilw i s..of ,„ ..... _ • - 1% '. drill� I` I Y 6323- � OF EXISTING TOP OF BANK .am ��/ � � --, II , 4 IP —0..-4vir Ilf*,4 — orr ; i 15 . 00' V ..7---- -' • Iple 6323" CD 410* - --- -- * 0 \ . * * \ 40 4 ,:,~fr• , , . : \ ..... 1 410,-AIIO w It. ,....mrRIPRAP EXTENTS �i /r,_ \ • . .. � , *PI m elfri°VW e 1' "IP? 6 g25 i --- \ .. - tcar4r:C)e- ' U o • / ,• ,,,,' ,..40 0.4 le LIMITS OF RIPRAP GRADING \ / \ CONSTANT LINE \ Scale } \\ / L FOLLOWS APPROXIMATE 2c ear ,/ qk. .di'"PP >,-/ \ ---- 6 / \ it,A 10 0 40 \ Gra h w • \ . / \ EXISTING THALWEG \ i 0 In Feet:\I"=20'� \w \a \ /z 8 /' N \ \ \ O Computer File Information Sheet Revisions (I Print Date: 11.23.21 Rev. Date Comments Init. iTxIN For Bid Crystal River Bank Stabilization 2021 Project No./Code o Last Modification Date: 11.01.2021 =NI 6SGM No Revisions: Site Plan Blow Up STA 0+00 STA 1+85 No.: Drawing File Name: CRB-SitePlan c COiJN T� 118 West Sixth Street,Suite 200 _ Engineer: RB/RS Structure o Glenwood Springs,CO 81601 Revised: - Code: -- c i Autocad Ver. 2020 Scale: As Shown Units: English ( ) Drawn By: RRS Numbers -- g �C\� 970.945.1004 www.sgm-inc.com `SGM Project No.: 2021-120.004 Quality Control: SK Void: - Sheet Subset: - Subset Sheets: Sheet Number: 08 Graphic Scale _ 0 10 20 40 In Feet:1"=20' APPROXIMATE LOCATION OF --` CONSTRUCTION FENCE 5' BEYOND L.O.D. — EST. LIMIT OF TEMPORARY DISTURBANCE (L.O.D.) !~-IP 15' FROM TOP OF BANK, ACCESS ONLY AS NEEDED 1111. I 2 s Ntcs id ct "14 1. DISTURBED WETLAND � mf IN AREA: 0.028 ACRES I-11P O o_ O N— ' i ,._ . . . . . , . ,.,_ AA- iir - iv WETLAND EXTENTS r /* I � \ 90;011101111.16, . . . . .diallik• / jWETLANDEXTENTS/ ? 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' =CE.1-'V� � `'g-...,„(), al��AI��,, sii•14.4 tab �,P Ili ,.. . 1 \ -, _, ,, , ....„,0,�til��' � e ,, ,�®0*,111 �viu:-. ._ .liwi,m_ iwii, sAirrem , r Q ��i� �®NIP Q� 3 OHWM / . _ flii � f........_,,...., „. 4111,11,11„„„„,11. ,... ii. .,,,,,,...\r/de. , — — ..4 7 —+-Q a —( ---- L2 }` ®�, 9 01, � • EXTENTS OF RIPRAP GRADING 'I- .- I Q 1 th.toli � , n �l 6322 2— .\\ m 8 ��� JI `° i C 1 I CONSTANT LINE LIMITS OF RIPRAP GRADING t��tilf� a � � �� / FOLLOWS APPROXIMATE ®ag I � N /' � vi % 101. — / i EXISTING THALWEG ------ --6323-- -- __ PA . r............, / Q --- FOLLOWS APPROXIMATE --- CONSTANT LINE I 7 \ 4 EXISTING THALWEG '65 %."-- oo• \ \ \ _ — I I 6323 ` I / t o Com.uter File Information Sheet Revisions N ® tiKIN For Bid Crystal River Bank Stabilization 2021 Project No./Code Print Date: 11.23.21 Rev. Date Comments o Last Modification Date: 11.01.2021 tI `, 6SGM No Revisions: Site Plan Blow Up 2 STA 1+85 STA 3+85 No.: Drawing File Name: CRB-SitePlan c COiJN T 7� 118 West Sixth Street,Suite 200 _ Engineer: RB/RS Structure o Glenwood Springs,CO 81601 Revised: - Code: -- cNi Autocad Ver. 2020 Scale: As Shown Units: English ( ) Drawn By: RRS Numbers -- g �C\� 970.945.1004 www.sgm-inc.com SGM Project No.: 2021-120.004 Quality Control: SK ( Void: - Sheet Subset: - Subset Sheets: Sheet Number: 09 l^OI" 14)*CVC51 APPROXIMATE LOCATION OF / CONSTRUCTION FENCE 5' BEYOND L.O.D.b/ EST. LIMIT OF TEMPORARY DISTURBANCE (L.O.D.) Graphic Scale 41* I 15' FROM TOP OF BANK, ACCESS ONLY AS NEEDED 0 10 20 40 11 WETLAND EXTENTS® AX In Feet:1"=20' It v 1 APPROXIMATE LOCATION OF EXISTING TOP OF BANK .41kift . . . . Aporati4 )-t--,... , • N - : �. `-liter� 1 1,,,,,„.„../ / RIPRAP EXTENTS 411.111 ,„ rAr&v, libt,4k, ��� I-+ ®�,Q ��� •4110TIE IN RIP RAP �I�lkill k o �•,O7. Ilk ' • INTO EXISTING ROCK A I ) c‘l 1.4111q elk . 4044 . - 441414'''44stk 11106.1r - (71 .,..7 41111114..,.. p" ‘ ite 1-S- '• ,4:------ • -- 2— \• t _ l �.---- PRO PROTECT AREA 70 SF EX SEPTIC SYSTEM ELEMENTS wAT LIMITS OF RIPRAP GRADING / \ . a a o \ � CONSTANT LINE `, '•�, \ '�` � \\ librAry"" o FOLLOWS APPROXIMATE / � L3 \ XI RAP Z EXISTING THALWEG ..;,, ``t. \...... EXISTING STONE RIP w 4�� \ 0 N o / Aeof 7::\ 111111,...... c N I yYy , c.) , . ' -'2,1kkliiih. / c) / / lb, Imo. o QQ _ � n�0 m / :::Z. x •`..rx cn . • ,(V-4) 'N. -::',„:4141 Nib , zz 4) i\ Coo' /.� �`L ell o R o :� PROP ACCESS TO RIVE ,: w �- PROTECT & RESTORE U o w o - • 47-' 111' III o Computer File Information Sheet Revisions CI Print Date: 11.23.21 Rev. Date Comments Init. iTKIN For Bid Crystal River Bank Stabilization 2021 Project No./Code o Last Modification Date: 11.01.2021 = 6SGM No Revisions: Site Plan Blow Up 3 STA 3+85 STA 5+30 No.: NI Drawing File Name: CRB-SitePlan = COUN T� 118 West Sixth Street,Suite 200 _ Engineer: RB/RS Structure o Glenwood Springs,CO 81601 Revised: - Code: -- c i Autocad Ver. 2020 Scale: As Shown Units: English ( ) Drawn By: RRS Numbers -- g 7 �C\� 970.945.1004 www.sgm-inc.com `SGM Project No.: 2021-120.004 Quality Control: SK Void: - Sheet Subset: - Subset Sheets: Sheet Number: 10 ' 6330 6330 • - - TOP -EL -6328.01 - • TOP EL 6327.91 • • 4.43 SQ. FT. CUT • - - - - - - - - Tlirll� FG - - - - • 35.36 : SQ. FT. FILL : 2.72 SO: FT. FILL '„ �� • 2•� 0. 12 SQ. FT. CUT. • j j �S� 6325 EG 6325 : • 4. /�, • • • /� T/E-IN ;;! .,,,�i FG EG . . o • - - - - - ,/ TIE--IN - - - . • 0 14.93 SQ. FT. CLASS 2 �Ae.0. - - 28.83 SQ. FT . N (OR APPROVED NATIVE) o - • • • COMPACTED FILL - N • - 3 6320 3.oo' EL 6320.92 : 6320 3.oo' - o 26.20 SQ. FT CLASS V RIPRAP EL 6320.44 N C a . T . K T co . 6315 20 -15 -10 -.5 O• 5 6315 -15 -10 -5 0 5 10 N 1f25.00Ri H:1'=5' V.•1'=5' 1+75.00 0 N NI rtalai CLASS V RIP RAP TOP EL 6328.38 1 6330 TOP EL 6328.30 0 FG 6330 2.15 SQ. .FT. CUT w - • 2.67 ••SQ. FT. FILL l FG - • • 2.28 SQ. FT. .FILL ' EG 2.51 SQ. FT CUT ilk • N6325 _ TIE-IN' _ �• 1�? EG 1.18 SQ..FT CUT W -• 6325 • S• `1 _ , TIE-IN i • 25.26 SQ. FT. N C. . N 2714 SQ.: FT. . > • • • 3.00' EL 6322.44 - • • U 6320 3.00' - EL 6321.82 • • 6320 Y Q m J o 6315 25 -20 -15 -10 -.5 0 5 6315 . 0f25.00 -25 -20 -15 -10 -5 0 5 w H.1'=5' V.-1"=5' 0+75.00 w H.•1'=5' V.•1'=5' a CI_ U) Z w d o 0 o H d I o Computer File Information Sheet Revisions Print Date: 11.23.21 Rev. Date Comments Init. iTK][N For Bid Crystal River Bank Stabilization 2021 Project No./Code N O 6SGM No Revisions: No.: o Last Modification Date: 11.01.2021 Cross-Sections Sta. 0+25 to 1+75 / DrawingFile Name: CRB-XSect 0 COUNT 118 West Sixth Street, Suite 200 Engineer: RB/RS Structure No Glenwood Springs,CO 81601 Revised: g Code: -- N Autocad Ver. 2020 Scale: As Shown Units: English 0 Drawn By: RRS Numbers -- ������ 970.945.1004 www.sgm-inc.com Void: Sheet Number: 11 SGM Project No.: 2021-120.004 Quality Control: SK Sheet Subset: Subset Sheets: of 6330 • - •- 6330 TOP EL• 6325.85 . TOP EL 6325.89 2..42 SQ. FT. CUT • 3.46 SQ. FT. CUT T FG - - - - - - - - - • • 6325 • _ 2. 1.70 SQ. FT. FILL 6325 : —� FG : • Q`.\, TIE—IN .? 1.71 SQ. FT. FILL EG, • TIE—IN �� • fEG_ 0 • 6320 : 26.37 SQ. FT. o . N 6320 • • • o • . 27.49 SQ: FT.. • N • • N 3.00' EL 6319..37 3.00' 1 EL 6319.26. . a . >, . m 6315 25 —20 —15 —l0 -5 0 6315 —25 —20 —15 —10 —5 0 3+25.00 H.-1"=5' V.•1'=5' 3+75.00 N O N NI eijohia4 CLASS V RIP RAP 15 0 6330 6330 TOP EL 6327.59 . TOP EL 6326.88 . w — — — — _ _ 2.63 SQ. FT CUT 2.72 SQ: FT CUT �• I � • FG • - - - - - - - - - - —I FG . ,� 0.57 SQ.. FT FILL 0.84 SQ. FT FILL u, 6325 ` ! ` 6325 EG ? _ . S 1.66 SQ. FT CUT EG 1.00 SQ. FT CUT N I TIE—IN • o TIE—IN �, ••2 �`� O . 3 6320 31.46 SQ. FT. • ��-� N 6320 28.85 SQ. FT .)�• N co I 3.00' •I EL 6320.07 . 3.oo' EL 6319.97 • Y Z . m Q ce 6315 6315 25 —20 —15 —10 —5 0 25 —20 —15 —10 —5 0 2+25.00 2+75.00 i H.-1'=5' V..-1'=5' H.•1'=5' V.•1'=5' w o a CI_ U) Z w d 0 0 o H d I o Computer File Information Sheet Revisions Print Date: 11.23.21 Rev. Date Comments Init. iTKIN For Bid Crystal River Bank Stabilization 2021 Project No./Code •N O 6SGM No Revisions: No.: o Last Modification Date: 11.01.2021 Cross-Sections Sta. 2+25 to 3+75 DrawingFile Name: CRB-XSect 0 COUNT 118 West Sixth Street, Suite 200 Engineer: RB/RS Structure No Glenwood Springs,CO 81601 Revised: g Code: -- N Autocad Ver. 2020 Scale: As Shown Units: English 0 Drawn By: RRS Numbers -- Void: Sheet 970.945.1004 www.sgm-inc.com Void: Sheet Number: 12 SGM Project No.: 2021-120.004 Quality Control: SK Sheet Subset: Subset Sheets: of 3 O U) 6330 - •� •� � 6330 >, . m TOP EL 6325.34 • • • • TOP EL 6325.17• ' • _ 223 SQ. F•T. CUT • 4.34 SQ. FT. CUT 6325 : ,.T, � FG • • 6325 — — — �� / �� N • 2:82 SQ. FT. FILL • • �, `�o•, :0.30 SQ. FT :FILL • _303. . _ • • C� ��/ EG • FG i_ 30 1 CLASS V RIP RAP 2 0.78 SQ. FT. CUT . • `�o • 0.61 SQ. FT. CUT �!,% TIE—IN ���� . ' TIE—IN EG 3 6320 ,� — — 6320 J o O� - � — • w o . O N 29.62 SQ. FT o N . N - 28.80 SQ. FT. • • • • �� X • o 3.00' EL 6318.38 � � 3 00' .EL 6317.99 W 6315 6315 20 —15 —10 —.5 0 5 N —20 —15 —10 —5 0 5 4+25.00 4+54.00 H:1"=5' V..1"=5' H 1"=5' V:1'=5' o CA 0 CO H Y Z Q m J Q 1— CA )- CC U d- O O a Cl_ U) Z w d O 0 o H d I o Computer File Information Sheet Revisions Print Date: 11.23.21 Rev. Date Comments Init. pliKIN For Bid Crystal River Bank Stabilization 2021 Project No./Code N O SG No Revisions: No.: o Last Modification Date: 11.01.20216 Cross-Sections Sta. 4+25 to 4+54 Drawingli File Name: CRB-XSect 0 CO1JNT 118 West Sixth Street, Suite 200 Engineer: RB/RS Structure o Glenwood Springs,CO 81601 Revised: g Code: -- n Autocad Ver. 2020 Scale: As Shown Units: English 0 Drawn By: RRS Numbers -- �/�� G� 970.945.1004 www.sgm-inc.com Void: Sheet Number: 13 - SGM Project No.: 2021-120.004 Quality Control: SK C� Sheet Subset: Subset Sheets: of 15, r 1 _ 6" MINUS ROCK AT 9" DEPTH. O�O�O�O�O�O�O�\- INSTALL NON—WOVEN GEOTEXTILE COCOCOCOCOCOCO FABRIC BENEATH SOIL AND ROCK Q � �C � ������ Gradation Table for Class 5 Rip Rap ) O O C % of Rock Range of Intermediate Dimensions(inches) Range of Rock Mass (pounds) �� ����� 100 33-39 2900-4850 ) O O C ;a 85 23 28 990 1800 ��� ����� — 50 17-20 400-650 3�� � o� C 15 11-15 110-270 )O�O�O�O�O�O�O�C 3������� _ 34.1;041;0411,c0411,c041;041;041;g N 11 s0-111A o a °. a N '. °° 4 ° I TO FULL FIT OF EXISTING BANK ',INSTALL ROCK FLUSH ° a a I WITH PAVED SURFACE° ° z °a a I a , ADJACENT a" 2:1 DESIGN SLOPE I a a °4 ° ROADWAY ° ° — — _ 1.5:1 MAX SLOPE TO AVOID TREES a ° SEE CROSS SECTIONS L _ o. RIVER BANK RIPRAP g . r, (SEE GRADATION ON SHEET) W VTC INSTALLATION NOTES: EXISTING GRADE (EG) i I VARIES—SEE •O v o 1. INSTALL SEE PLAN VIE FOR GENERAL LOCATION. CONTRACTOR TO SECTIONS VIEWS .�.= w DETERMINE FINAL LOCATION OF CONSTRUCTION SITE ENTRANCE. VTC SHALL 'Oh o41• 2' DEPTH OF BURY FL' BE LOCATED AT ALL ACCESS POINTS TO PUBLIC OR PRIVATE ROADWAY 440,- FIRST COURSE OF LARGE STONE Li N CORRIDORS. �:o�., _ _ — — — — 2. VTC SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITIES. pimp,c N t�� 3. INSPECT VTC DAILY AND MAINTAIN IN EFFECTIVE OPERATING CONDITION. o INSPECT ALL BMPS AFTER ANY PRECIPITATION EVENT. AND PERFORM BURIED RIPRAP 3' NECESSARY MAINTENANCE. REVETMENT 0 Q 4. ROCK SHALL BE REPLACED OR REGRADED TO MAINTAIN CONSISTENT DEPTH. c, z TYPICAL SECTION ,;�`���o� Q 5. SEDIMENT TRACKED ONTO PAVED ROADS SHALL BE REMOVED THROUGHOUT �� + 4 THE DAY AND AT THE END OF EACH WORK DAY BY SHOVELING AND A, ti Li)} SWEEPING. SEDIMENT SHALL NOT BE DISPOSED OF INTO STORM DRAIN NTS iy o SYSTEM. I RIPRAP ScBACKFILL NOTES — EARTHWORK 0 6. PORTABLE TRACKING PADS ARE ACCEPTABLE W 1. RIPRAP GRADATION: CLASS 5 STONE GRADATION. FILL VOIDS WITH o COMMON SITE ALLUVIUM. BOULDERS MUST MEET SG 2.65 OR N GREATER (BASALT APPROVED. LIMESTONE, PROVIDE SAMPLE). w VEHICLE TRACKING CONTROL DETAIL TC 0 0 U H I Computer File Information Sheet Revisions N KIN For Bid Crystal River Bank Stabilization 2021 Project No./Code Print Date: 1 1.23.21 Rev. Date Comments Init. p T N SGI'I No Revisions: -- o Last Modification Date: 11.01.2021 01 Details No.: !I Drawing File Name: CRB-Details = COUNT 1 1 8 West Sixth Street, Suite 200 Engineer: RB/RS Structure o Glenwood Springs,CO 81601 Revised: Code: -- (9 Autocad Ver. 2020 Scale: As Shown Units: English Drawn By: RRS Numbers -- �����'� 970.945.1004 www.sgm-inc.com Void: Sheet Number: 14 - SGM Project No.: 2021-120.004 Quality Control: SK Sheet Subset: - Subset Sheets: PROJECT: CRYSTAL RIVER BANK STABILIZATION,2021^ 1/2 MILE SOUTH OF THOMAS BRIDGE BID SCHEDULE BID ITEM UNIT CONTRACT ITEM ADDITIONAL DESCRIPTION UNIT QTY EXTENDED COST NO. COST Mobilization,management and staging for all construction activities,including dumpsters and sanitary facility.Includes coordination and 1 MOBILIZATION&MANAGEMENT access permit with CDOT,SGM,and Pitkin LS 1 County.Includes trail access management. any additional work beyond noted tree 2 CLEARING AND GRUBBING removals for access,removal of topsoils or L S 1 usable soils,storage,protection Steep temporary access road to get to river. 3 TEMPORARY CONSTRUCTION ACCESS/TCP Schematic level only is shown on plans. LS 1 Contractor to design and implement. 4 TREE REMOVALS select trees per plans or as approved by project EACH 11 owner 5 TREE TRIMMING protected trees to be trimmed for access and HOURS 8 prevent damage as required to complete project.any damaged 6 ACCESS PROTECTION(OR REPLACEMENT) LS 1 sections of access must be replaced(re-paved). UNCLASSIFIED EXCAVATION(RIVERBED excavated riverbed material as required to 7 MATERIAL) achieve engineered sections and finished grade CY 400 elevations on the plans,haul off excess material from excavation used for fill around 8 RIVERBED FILL MATERIAL PLACEMENT CY 300 riprap revetment per plans 9 STRUCTURAL BACKFILL(CLASS 2) import and placement of class 2 material for CY 50 void fill 10 TOPSOIL PLACEMENT anticipates salvage and re-use of existing site LS 1 soils as final cover material,—8"depth to include all design,materials,labor,and maintenance costs to implement a storm water 11 EROSION CONTROL MANAGEMENT(ECM) management plan using best management LS 1 practices.Dust suppression,general site management,tracking pad,washing,etc. 12 RIP-RAP(REVETMENT/DIKE) Includes import of Class 5 material and CY 500 placement per design. 13 FORCE ACCOUNT Force Account Items DOL 15000 $ 15,000.00 TOTAL BASE BID ENVIRONMENTAL EXCAVATION December,12 2022 Pitkin County Commissioners Environmental Excavation LLC 530 E. Main Street Peter Blake Aspen, Co 81611 72 Cabin Drive 81623 eepeterblake@gmail.com 970-2612981 Dear Pitkin County Board of Commissioners, Environmental Excavation L.L.C. (E.E.) is respectfully submitting the following proposal for Crystal River Embankment Stabilization RFP010.22. E.E. is dedicated to helping preserve our native western landscapes. Peter Blake has owned and operated E.E. since 2001. Peter started the company to use his vast environmental experience along with a lighter operating footprint and technique to solve complex land and water issues. Sincerely, Peter Blake 72 Cabin Drive Carbondale,CO 81623: 970-261-2981:eepeterblake@gmial.com ENVIRONMENTAL EXCAVATION ,- \ NN--- ) -,-, r: 1i _* ,4h .""ice' n L 6 _ 4 4 1 ' t r ems.: �r FF,!/' ., -.. . ---"-.-,;r..,-,-:, -_41-:-':,-,-4„;.—;-.;-,.e-,'r4-'_`‘;,;117--1.'., _,.*- ` t- RFP010.22 Crystal River Embankment Stabilization Date: 01/11/2022 Prepared for: Pitkin County Prepared By: Peter Blake Owner Environmental Excavation LLC PO Box 1737 Carbondale CO 81623 970-985-5322/970-261-2981 eepeterblake@gmail.com environmentalexcavationllc.com 1 Project Scope Pitkin County Open and Trails has released RFP for a streambank restoration project. The Crystal Riverbank Stabilization Project 2021(CRBS) is located on the west bank of the Crystal River upstream of 5342 HWY 133 and will tie into a previous project installed 2 years prior. The new section shall be 454 LF of similar void fill rip rap. Special care shall be taken to protect existing vegetation,bike path, and Bill Fales pipeline located in the vicinity of the project area. Project Approach Environmental Excavation (E.E.)has worked on dozens of complex river restoration projects across Colorado. E.E has worked on projects with a high degree of professionalism and within a set budget and timeframe. The project submission date is January 17, 2022. Award date is on January 24th, E.E. will begin shortly after the award date working with the engineer and the county to expedite and submit all necessary permits and on-site services. Which could include SWMP, CDPHE water discharge permit, construction staking, 811, and private locates. These permits take time to turn around; no work shall be started until proper permitting is completed. Once permits are in hand E.E will begin with a pre-work schedule, this project is contingent on DOW spawning dates and will be imperative to complete the instream section by March 15th, 2022. E.E will use best management practices pertaining to proper construction site management including, BMPs,porta-let, trash service, spill containment, and proper signage shall be on location or installed before work start schedule. E.E will install a professional company sign with contact phone number,plan set holder,permits, etc. EE has concerns with the planned entrance to the project area and the impact on the private property and existing void fill wall. EE would propose an alternate route. EE has contacted "Goose"Henderson the property owner and he has similar concerns. The continual,back, and forth with the D50 material could cause issues with the completed wall. EE would propose a different route to the south, crossing a small section of the bike path. EE would install timber mats on and near the bike path and down to the project area. Class II material will be placed to add protection to the Bill Fales pipeline and support timber matting to the steep grade section. This fill material will be removed at the project's completion and most of the riparian shrubs and grasses will re-emerge during the spring thaw. Using mats will keep the native soils and vegetation protected. 2 Proposed Alternate Route Porta-let and 2 yard • dumpster Site service to I clean twice weekly x Two yield signs will be ♦ removed and stored. IV. ' Replaced when cleanu. -. _. _ '•' At* occurs I. . r. it r, I t� �' cd• a j -?. r t i.it- w :::,,,..- \ ---, . I. . Dump truck traffic from carbondale would turn at wide ; ' - Cr 'mod area next to project,back in - _ c • next to pathway,the soil and vegetation would be protected • with timber mats • • / itt%. — _ • o— r A steep bench constructed .i. Z...r `��Trom D50 would be constructed _ , r. to give tracriti d equipment �f• • .♦ access to the lower bench J ' The E.E. proposed alternate route to project area, will reduce the overall damage to surrounding property, no trees will be removed and the reclamation footprint will be cut in half If an alternate route is authorized, E.E. would utilize four tandem rock trucks, the trucks would turn directly across from the project area on 133 and turn around and pull up to 5342 Hwy 133 and back into the upper bench across the bike path and unload D50 Rip Rap. E.E. would protect soils and hillside with onsite logs or chips for the first protective layer, the import D50 rock would be used to make a steep access ramp by carefully placing D50 (100CY) down to the lower bench and will have timber matting as well. Since this area is situated near the midway point of the project, two excavators and the track dump truck would remove excess material and install D50 with one access point upstream of the residence, all will be completed while working instream. As the project is being completed it will be necessary to swap the last 100CY of D50 used for the down ramp and start stockpiling excess cobble(200cy+-) for removal. The cobble can be used as the up ramp and be loaded onto trucks as the project is being completed. The emphasis will be on resource protection of soil, vegetation, and water. Fuel will be stored in a stainless steel 300-gallon tote. There will be spill mats in construction equipment, and fire extinguishers on board as well. E. E's'work hours will be 7 am to 5 pm. Monday thru Friday, this could change to Saturday if more hours are needed to meet deadlines. 3 Material D-50 Riprap Installation 500 CY 2:1 E.E has a selection of Basalt Alluvium D50 Riprap, located at a private pit 12 miles from the project area. The rock has the required abrasion specification for D50 riprap materials and can be custom-made per engineer's specification. This material is presorted and ready to load. 500 cubic yards of riprap material are required to complete this project. Equipment and Manpower • Excavator, 2019 JD135G with Thumb 16TN • Excavator, 2015 PC138USLC with Thumb 14TN • Excavator, 2014 PC228USLC with Thumb 28TN • TerraMac 2021 Track Dump truck E.E. will have three operators on-site for the project period, one excavator will be located offsite to load trucks and will be mobilized to the project area after the D50 is loaded out of the pit. Project Timeline Proposed Construction Schedule January 17, 2022 -Notice of award January 18, 2022 -Apply for all necessary permits January 18, 2022 -Order all material and set shipping dates February 11, 2022 -Project start date March 15, 2022 -Project completed E.E intends to have all work completed before March 15, 2022, barring there are no changes to the contract, unforeseen issues, and Covid-19 infection/or related quarantine restrictions. If a work change is encountered, the owners'representative and contractor shall have all changes in writing. January February March Primary Teak Week 1 'Week 2 1Week3 IWeek 4 Weeks 'Week 6 'Week] 'WeekB Week9 'Week 10 IWeek11 ',Nook 12 Contract Award notice and contracting Client and Design team meeting&value engineering Mobilization,access&staging area dvl,& containment Materials acquisition&staging Phase 1(channel,embankment,and bioengineering) Phase 2(Slope grading,stabilization,and revegetation) Demobilization and site clean-up Project Close-out Method of Compensation EE would request 2 equal payments. Payment 1-Prework, BMPs, Signage, Mats, Rock Haul, Bank Work to Begin Payment II—Material installed, Clean up, Reclamation, Payment verification Seed and repair river access, onsite review by owners, and sub-contractor payment verifications. Environmental Excavation shall provide a two-year warranty on all materials supplied and workmanship performed. STATEMENT OF QUALIFICATIONS Qualifications (Environmental Excavation) Peter Blake Owner: Environmental Excavation LLC Environmental Excavation LLC (EE) was established in 2001 by Peter and Alexandra Blake. Environmental Excavation is a full-service land management I company that has served many client bases over the years, including government, state, and private entities. Environmental Excavation has the combined experience, ., -•- energy, and equipment to complete any water-related project in a safe,professional manner. Peter Blake has 20+years of experience with river and stream bank improvements, in-stream diversions, large-scale water impoundments, HDPE fabrication&repair, site grading, planting, and all phases of reclamation. Peter has combined his passion for specialized equipment and the challenges of operating and creating naturalized improvements in both upland and wetland environments. EE has an outstanding reputation for completing both large & small projects with the help of professional operators and a new fleet of equipment. The EE team has years of experience working on steep slopes and the complexities of having equipment in sensitive areas. Peter Blake is present on all projects, this aids in the project's overall successes and personal accountability that all projects are moving in a forward direction. Environmental Excavation's owner Peter Blake will serve as the principal for this project, bonding, insurance, and main supervision. 5 Completed Projects (Environmental Excavation) Crystal Basin Holdings L.L.C. Catena Foundation 4180 Coal Creek Rd, Redstone, Co Mine reclamation on the private lands formerly Mid-Continent Resources. The project scope will merge coal mine reclamation with recreation. EE has developed a large water impoundment, wetland, soil remediation, created positive drainage and used onsite materials to create a naturalized landscape that benefits water quality and wildlife values. Extensive seeding of grasses, wildflower, forbs, and planting of trees and shrubs. 2018 to current. Crystal Basin Coal Mine Reclamation Before and After. -T } _ _ r+' K•RSH �. v 4 +� Y _ t j4.,` , • 6 7 Oaks Bridge Abutment Removal and Bank Stabilization, Crystal River Carbondale Co The project scope was to remove a large concrete bridge abutment and re-slope and hard armor with angular river boulders. Both upstream and downstream bridge abutments were protected. Fall 2018 completed. , el -,. ..a. NIFINVIIIIII Nft a �alljtio. :.s err g lie 1 e ,... ,l' 3Y��.aw _ " T r( F ff I' —_ ,, —.-...�... .qp _.�i..:...��.oe. Fes,;.,�,_. _ - �' 1 f f 7 Stone Creek Bank Stabilization Eagle-Vail metro district, 14th fairway Edwards, CO Two large drop structures were removed to facilitate fish spawning and rehabilitate (removal of:) large deposits of sedimentation. The project involved protection mats on the golf green, two weeks of dewatering, 40 loads of rock and material+ construction equipment and removal of 300 yards of anaerobic soils to create new bunker on green, and installation of pool drop structures and various wood revetments for fish habitat. The project was able to continue without shutting down the golf course. EE teamed with Aloterra Restoration Services to make this project a success. Early Fall 2019+Awaitin: similar .ro'ect Plan-set for 6th&llth hole comsletion for fall of 2022 • El • �� s,, `'!• "� `-'�, = -t .ems J ¢¢. . f. ,ra ;'a�i.r•-TiI Stone. ` 1 ,' CreekCreek .1_. - -4114,A, A : ..,*',*0 ,�v 9%r F-;• . ,. :__ ,', C. liiZa tio �• d 4 ,rY ,q ' y ,,- ^Q tt1z . v -,‘ S S� ` 1 ram • �e: k. ar _ � A� ;, . R tin. .-7. ' wr.. Pt tw► r. f' *. ..Y j "- ~ Ate. �- t_; a_-a 3 •. tic' 14+t Supply Ditch Co, Town of Lyons, CO Remove 22CY of concrete ditch structure destroyed during the 2014 flood. Reinstall a multi-use grouted boulder structure that incorporates a fish ladder, irrigation diversion, and white-water wave. The structure was one of the first permanent projects to be completed after the front-range floods. Spring 2015 completed. u 11 '� . 'r ,;: :.mod- �"'°' 'r-' - � j . 44*. List of Subcontractors & Vendors United Companies Carbondale: Gravel Nevarez Trucking Carbondale: Material Hauling Granite Seed Co Denver: Seed& erosion control material Triton Environmental Denver: Coco Flex-ET Mulch, erosion control material Redemption Mill, Hotchkiss: 8"timber mats PMC Komatsu Rental track dumper Colorado Site Services, Porta-let/waste 9 EE References Crystal Basin Holdings L.L.C. Catena Foundation Mrs. Trina Ortega/Mrs. Clare Bastable 970-274-1861 tortega@catenafoundation.com Mountain Meadow Ditch Company/Needham Ditch Company Mr. Scott Strang 434-238-5400 Mr. Felix Tonare Milagro Ranch Carbondale, Co 970-379-4446 Tornare@sopris.net Mr. William Fales 970-618-1325 wmfales@aol.com Stone Creek Bank Stabilization (Eagle/Vail metro golf course) Wright Water Engineers Mr. Scott Schreiber PE 423-943-7500 Eagle/Vail parks manager Brent Barnum 970-688-0818 Sundial Condominium/Gore Creek, Vail Co (Restore the Gore) Town of Vail Mr. Pete Wadden 970-479-2144 10 Bid Schedule BID DIM CONTRACT ITEM ADDmONAL DESCRIPTION UNIT QTY EXTENDED COST Mobilization,management and staging for all construction activities,includingdumpsters MOBILIZATION&MANAGEMENT and sanitary facility.Includes coordination and access permit with CDOT,SGM,and Pitkin l5 1 $ 21,000.00 $ 21,000.00 Twenty one thousand dollars County.Includes trail access management. 1 any additional work beyond noted tree removals for access,removal of topsoils or usable CLEARING AND GRUBBING L5 1 $ 2,350.00 $ 2,350.00 Two thousand three hundred and fifty dollars soils,storage,protection 2 Steep temporary access road to get to river.Schematic level only is shown on plans. TEMPORARY CONSTRUCTION ACCESS/'TCP LS 1 $ 20,500.00 $ 20,500.00 Twenty thousand five hundred dollars Contractor to design and implement. 3 4 TREE REMOVALS select trees per plans or as approved by project owner EACH 11 $ 150.00 $ 1,650.00 One thousand six hundred and fifty dollars TREE TRIMMING protected trees to be trimmed for access and prevent damage HOURS 8$ 150.00 $ 1,200.00 One thousand two hundred dollars 5 as 6 ACCESS PROTECTION)OR REPLACEMENTgd�lredto complete project.any damaged sections of Kress must be replaced(re- LS 1 $ 5,000.00 $ 5,000.00 Five thousand dollars UNCLASSIFIED O(CAVATON(RIVERBED excavated riverbed material as required to achieve engineered sections and finished grade MATERIAL) lelevationson the plans,haul ofteuess CY 000$ 70.00 $ 28,000.00 Twenty-eight thousand dollars T 8 RIVERBED FILL MATERIAL PLACEMENT material from excavation used for fill around riprap revetment per plans CY 300 $ 86.60 $ 25,980.00 Twenty-five thousand nine hundred and eighty dollars 9 STRUCTURAL BACKFILL)CLASS 2) import and placement of class 2 material for void fill CY 50 $ 65.00 $ 3,250.00 Three thousand two hundred fifty dollars TOPSOIL PLACEMENT anticipates salvage and re-use of existing site soils as final cover materia1,11"depth LS 1 $ 2,350.00 S 2,350.00 Two thousand three hundred and fifty dollars 10 to include all design,materials,labor,and maintenance costs to implement a storm water EROSION CONTROL MANAGEMENT(ECM) management plan using best management practices.Dust suppression,general site L5 1 $ 8,000.00 5 8,000.00 Eight thousand dollars 11 management,tracking pad,washing,etc. RIP-RAP(REVETMENT/DIKE) Includes import of Class S material and placement per design. CY 500 $ 112.00 $ 56,000.00 Fifty six thousand dollars 12 13 FORCE ACCOUNT Force Account Items DOL 1 $ 15,000.00 $ 15,000.00 Fifteen thousand dollars $ 190,280.00 One hundred and EighyFive thousand two hundred and ethsy dollars TOTAL BASE BID 11 RFP 010.22 Rev.2017.12.27 btf Budget Line Item#: 11836360.531500.10104 iTKIN 41)1COUNT ———- — C�/�C-NC?) PROPOSAL FORM Proposal Time: 2:00 PM MST Proposal Date: January 14,2022 From: nv\c o f'mcrea.\ 2 X CO4DA1 or1 LL(-. 2 Cab.n pr"Je. ondoAc. CO 'l(023 Phone 970 9 SS S 322 E-mail Address: eG?e e_rbka e_e grn&A•COrA To: THE PITKIN COUNTY BOARD OF COMMISSIONERS do Procurement 123 Emma Rd.,Suite#106 Basalt,CO 81621 For: RFP 010.22—Crystal River Embankment Stabilization: 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 Service and being familiar with conditions surrounding the Service of the proposed Service, including the availability of materials and labor hereby proposed to furnish all labor,materials,supplies,applicable permits,services and supervision required to perform the Service as detailed in this RFP for the sum of: The Fee Schedule for this project and any similar work not included in the Scope of Work is included. Statement and Detailed Approach to Service: SQL P 'O.CVvt12/CV' Qualifications of Proposer: Please insert names address, phone numbers and description of similar Service for Reference Checks. 9 RFP 010.22 Rev.2017.12.27 btf Budget Line Item#: 11836360.531500.10104 I. fee Aao\ ,ck 2. 3. 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. The right is reserved to waive any informalities and to reject any Proposal. (Type/Print name under all signatures) Dated this 13 day of �x3.1"�1U ,202 2. (Corporate seal) PROPOSER: ././4/ 4 I e,Ca,,dra B/( k 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. 10 Document A310TM — 2010 Conforms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: SURETY: (Nance,legal sr,rrus and address) (Name(c,oal status and pon real place at barawrs.v) Environmental Excavation,LLC Contractors Bonding and Insurance Company PO Box 1737 9025 N.Lindbergh Drive TCarbondale,CO 81623 Peoria,IL 61615 legal document has important egalconsequences.Consultation Mailing Address for Notices with an attorney is encouraged with respect to its completion or OWNER: modification, (Name,legal status and address) Any singular reference to Pltkin County Contractor,Surety,Owner or 530 East Main Street other party shall be considered Aspen,CO 81611 plural where applicable. BOND AMOUNT: $Five Percent(5%)of Total Amount Bid PROJECT: (Name,location or address,and Project number,if any) Crystal River Embankment Stabilization 2021 Pitkin County,CO The Contractor and Surety are bound to the Owner in the amount set forth above,for the payment of which the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms of such bid,and gives such bond or bonds as may be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof;or(2)pays to the Owner the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner 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.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time for acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such n n r t statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shaibt ons dr, as a statutory bond and not as a common law bond. 'N'��-,,,.C', Signed and sealed this 14th day of December 2021 CEO L4g''•.123: =Z/Z SEALS .:?,_ Environmental Excavation,LLC =Z 2001 (Principal) at*-COLORADO'0 (Witness) CPmpr>x-'• (Title) rt r r r i'►aw•o•r, ,�N,r�y.� :nd Insurance Company Iv. . (Seal) IV.- SEAL47117 ' er,Witness to Surety MOO ■ ' nsend Attorney-in-Fact S-0054/AS 8/10 POWER OF ATTORNEY RLI Insurance Company Contractors Bonding and Insurance Company 9025 N.Lindbergh Dr. Peoria,IL 61615 Phone: 800-645-2402 Know All Men by These Presents: That this Power of Attorney is not valid or in effect unless attached to the bond which it authorizes executed,but may be detached by the approving officer if desired. That RLI Insurance Company and/or Contractors Bonding and Insurance Company, each an Illinois corporation, (separately and together,the"Company")do hereby make,constitute and appoint: Timothy J.Blanchard. Christina L.Townsend.Vickie Golobic.Mary Ann Eurich.Jennifer J.Walker.Barbara J.Arnold.Ruth Anne Lindsay.Robert Charles Torrez,Nikki M.Mosbruckcr,Ashley K.Anderson.Lynn Christine Bosman.K Anne E.Vogel.Nicole Lee McGuire.jointly or severally in the City of Colorado Springs ,State of Colorado its true and lawful Agent(s)and Attomey(s)in Fact,with full power and authority hereby conferred,to sign,execute,acknowledge and deliver for and on its behalf as Surety,in general,any and all bonds and undertakings in an amount not to exceed Twenty Five Million Dollars ( S25.000,000.00 )for any single obligation. The acknowledgment and execution of such bond by the said Attorney in Fact shall be as binding upon the Company as if such bond had been executed and acknowledged by the regularly elected officers of the Company. RLI Insurance Company and/or Contractors Bonding and Insurance Company, as applicable, have each further certified that the following is a true and exact copy of a Resolution adopted by the Board of Directors of each such corporation,and is now in force,to-wit: "All bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary,any Assistant Secretary,Treasurer,or any Vice President,or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or Agents who shall have authority to issue bonds,policies or undertakings in the name of the Company. The corporate ''I seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." IN WITNESS WHEREOF, the RLI Insurance Company and/or Contractors Bonding and Insurance Company,as applicable, have caused these presents to be executed by its respective Vice President with its corporate seal affixed this 5th day of October , 2020 . RLI Insurance Company ,s G ENOpt, ., •yJp,,, ,,C'0' , Contractors Bonding and Insurance Company 4�N..GOPPO",rF1ni� =¢�'CPproMp,,VS% /� - :SEAL: I By: ,dVx}y�l�/. .SEAL:f Barton W.Davis Vice President •KlINO19 ./t pi N O`S"`�,���,. State of Illinois ,., , SS County of Peoria CERTIFICATE On this 5th day of October 2020 before me,a Notary Public, I, the undersigned officer of RLI Insurance Company and/or personally appeared Barton W.Davis ,who being by me duly sworn, Contractors Bonding and Insurance Company,do hereby certify acknowledged that he signed the above Power of Attorney as the aforesaid that the attached Power of Attorney is in full force and effect and is officer of the RLI Insurance Company and/or Contractors Bonding and irrevocable;and furthermore,that the Resolution of the Company as Insurance Company and acknowledged said instrument to be the voluntary set forth in the Power of Attorney, is now in force. In testimony act and deed of said corporation. whereof, I have hereunto set my hand and the seal of the RLI Insurance Company and/or Contractors Bonding and Insurance � � Company this 14th day of December . 2021 . �L By: ah�•&13e1 RLI Insurance Company Contractors Bondingand Insurance Company Catherine D.Glover Notary Public p y qr.•°°°°"`" 11SEAL• ;#� CATHERINE D.GLOVER •`,.,..,i��o.,,,:,.•• ' rraryt�rate-Srrdwcu By: 4 .e OFFICIAL SEAL Mr 24conwrdesionares Jeffrey icM v Corporate Secretary 0532829020212 A00581)14 DocuSign Certificate Of Completion Envelope Id: E5AFOEOCF6A84F84B82AF4C8D03EA5D6 Status:Completed Subject: Environmental Excavation I Pitkin County Contract 010.22 for Review and Signature Source Envelope: Document Pages:95 Signatures:6 Envelope Originator: Certificate Pages:5 Initials:0 Pitkin County Procurement AutoNav: Enabled 530 East Main Street Envelopeld Stamping: Disabled Suite 203 Time Zone: (UTC-07:00)Mountain Time(US&Canada) Aspen,CO 81611 Procurement@PitkinCounty.com IP Address:65.38.144.66 Record Tracking Status:Original Holder:Pitkin County Procurement Location: DocuSign 2/25/2022 12:14:39 PM Procurement@PitkinCounty.com Signer Events Signature Timestamp Ted O'Brien Sent:2/25/2022 12:21:43 PM ted.obrien@pitkincounty.com ��' Viewed:2/25/2022 2:16:23 PM Resource and Trails Manager Signed:2/25/2022 2:16:49 PM Security Level: Email,Account Authentication (None) Signature Adoption: Uploaded Signature Image Using IP Address:24.9.118.117 Electronic Record and Signature Disclosure: Accepted:2/25/2022 2:16:23 PM ID:8d3e6685-4d22-4168-a075-e155fe8e2cd9 Company Name:Pitkin County,Colorado Phylis Mattice Sent:2/25/2022 2:16:54 PM Phylis.Mattice@PitkinCounty.com KuPS iGt- Viewed:2/26/2022 7:34:33 AM Assistant County Manager Signed:2/26/2022 7:34:56 AM Security Level: Email,Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 174.215.0.49 Signed using mobile Electronic Record and Signature Disclosure: Accepted:2/28/2022 9:17:42 AM ID:7a6d8fbd-bf60-4289-888a-f92198fbee2f Company Name:Pitkin County,Colorado Peter Blake Sent:2/25/2022 2:16:54 PM eepeterblake@gmail.com Viewed:2/28/2022 10:52:27 AM Owner Signed:2/28/2022 2:39:35 PM Security Level: Email,Account Authentication (None) Signature Adoption: Drawn on Device Using IP Address:216.237.78.185 Electronic Record and Signature Disclosure: Accepted:2/28/2022 10:52:27 AM ID:85472cbd-9f0b-48fa-99bd-0db8c2a2c21e Company Name:Pitkin County,Colorado Rich Englehart �,� Sent:2/28/2022 2:39:40 PM rich.englehart@pitkincounty.com K fa"'D"tL4"' Viewed:2/28/2022 2:58:33 PM Deputy County Manager Signed:2/28/2022 2:58:52 PM Pitkin County Signing Group:County Manager Group Signature Adoption: Pre-selected Style Security Level: Email,Account Authentication Using IP Address: 184.166.17.79 (None) Signer Events Signature Timestamp Electronic Record and Signature Disclosure: Not Offered via DocuSign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Pitkin County Procurement COPIED Sent:2/28/2022 2:58:57 PM procurement@pitkincounty.com Resent:2/28/2022 2:59:04 PM Procurement Viewed:3/1/2022 8:42:54 AM Pitkin County Security Level: Email,Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Accounts Payable COPIED Sent:2/28/2022 2:58:57 PM AP@pitkincounty.com Viewed:2/28/2022 4:18:20 PM Accounts Payable Pitkin County Security Level: Email,Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Kim Arensdorf COPIED Sent:2/28/2022 2:58:58 PM kim.arensdorf@pitkincounty.com Viewed:2/28/2022 4:03:55 PM Administrative Specialist Security Level: Email,Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 12/15/2021 11:10:46 AM ID:9ae44e6d-4db3-4e13-ad61-3cd162cdf888 Company Name:Pitkin County,Colorado Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 2/25/2022 12:21:43 PM Certified Delivered Security Checked 2/28/2022 2:58:33 PM Signing Complete Security Checked 2/28/2022 2:58:52 PM Completed Security Checked 2/28/2022 2:58:58 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure Electronic Record and Signature Disclosure created on:3/20/2020 3:28:13 PM Parties agreed to:Ted O'Brien,Phylis Mattice,Peter Blake,Kim Arensdorf ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, Pitkin County(we, us or Pitkin County)may be required by law to provide you with certain written notices or disclosures. 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