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HomeMy WebLinkAbout1 - Original Submission_ 2021 City Road Preservation Project FINAL City of Bremerton Page 1 of 3 Request for Bids 2021 City Road Preservation Project April 2021 Project #: 6016 CITY OF BREMERTON REQUEST FOR BIDS 2021 CITY ROAD PRESERVATION PROJECT APRIL 2021 The City of Bremerton extends this request for bids for the 2021 City Road Preservation Projec t. This Request for Bids contains the following sections: • Request for Bids (2 pages); • Bid Forms (4 pages); • Local Agency Public Works Agreement (9 pages); • Bid Bond Form (1 page); • Performance Bond Form (2 pages); • Payment Bond Form (2 pages); • Special Provisions (65 pages); RECEIPT OF BIDS: Sealed Bids for the 2021 CITY ROAD PRESERVATION PROJECT will be accepted by mail or in person by the City Clerk or designated staff on April 30, 2021 between 10:30 A.M. and 11:00 A.M. in front of the Norm Dicks Government Center located at 345 6th Street, Suite 100, Bremerton, WA 98337. The Government Center is closed to the public due to the COVID-19 pandemic and bidders will not be allowed in the building. Prospective bidders are hereby notified that they are solely responsible for ensuring timely delivery of their bid to the City of Bremerton. OPENING OF BIDS: The bids will be publicly opened and read via Zoom on April 30, 2021 at 1:00 P.M. PST. The link for the bid opening is located on the City’s website at: http://www.bremertonwa.gov/Bids.aspx OBTAINING BID DOCUMENTS: Contract Documents may be previewed and ordered on the ARC (formerly known as Reprographics Northwest) website (www.e-arc.com). Go to http://www/e-arc.com/locations.tacoma, click on the “Enter Public Planroom” link and scroll down to find the project. Payment for plans is typically the cost of reproduction (non-refundable). Contact Bid Services at ARC in Tacoma, WA: (800) 337-8103; FAX: (253) 272-4064; E-mail: Tacoma.cs@e-arc.com. DESCRIPTION OF WORK: This Contract provides for the chip sealing, slurry sealing, and micro-surfacing of multiple locations around the City of Bremerton. The Work includes preparation of surfaces, dig outs at specified locations, traffic control, clean-up and other work, all in accordance with the attached Contract Plans and Special Provisions. The Contractor is encouraged to review the locations of work to gain an understanding of the repairs required. DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 City of Bremerton Page 2 of 3 Request for Bids 2021 City Road Preservation Project April 2021 Project #: 6016 PRE-BID WALK -THROUGH: Monday, April 19, 2021 @1:00 p.m. Meet in front of 6034 Osprey Circle. Wear a mask and practice social distancing. ENGINEER’S ESTIMATE: The engineer’s base estimate is approximately $450,000 to $490,000. TIME FOR COMPLETION: The Work must be completed within 45 working days of issuance of the Notice to Proceed. EXECUTING THE CONTRACT: The successful contractor shall be required to execute a Public Works Agreement. The terms, conditions, requirements, and specifications included in the Request for Bids are included as part of the Agreement. BIDS TO REMAIN OPEN: The Bidder shall guarantee the Total Bid Price for a period of 60 calendar days from the date of bid opening. BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal. The failure to furnish a bid deposit of a minimum of five percent shall make the bid nonresponsive and shall cause the bid to be rejected by the Contracting Agency. WAGE RATES: Wages shall be based on the Washington State Prevailing Wage Rates for Public Works Contracts in Kitsap County current at the time of the bid opening date. The Contractor will be required to submit Intent and Affidavit to Pay Prevailing Wages to Department of Labor and Industries. PROJECT POINT OF CONTACT: All communications related to the project shall be directed to Andrea Archer-Parsons at (360) 473-2317 or Andrea.Archer-Parsons@ci.bremerton.wa.us. Mailing address is 345 6th Street, Suite 100, Bremerton, WA 98337. CITY’S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall be the sole judge of which bid or bidders is the most satisfactory and responsible. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation. No bidder will be discriminated against on the grounds of race, color, religion, sex, national origin, sexual orientation, age, genetic information, marital or veteran status, or the presence of any disability. PUBLIC DISCLOSURE: All proposals, including attachments and any documentation, submitted to and accepted by the City in response to this Request for Bids become the property of the City and are subject to the disclosure provisions of the Washington Public Records Act. Submittals shall become property of the City and considered public documents under applicable Washington State laws. All documentation provided to the City may be subject to disclosure in accordance with Washington State public disclosure laws. DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 City of Bremerton Page 3 of 3 Request for Bids 2021 City Road Preservation Project April 2021 Project #: 6016 CONTRACTOR RESPONSIBILITY: It is the Contractor responsibility to examine all specifications and conditions thoroughly and comply fully with specifications and all attached terms and conditions. Contractors must comply with all Federal, State, and City laws, ordinances and rules, and meet any and all registration requirements where required for Contractors as set forth in the Washington Revised Statutes. EQUAL EMPLOYMENT OPPORTUNITY STATEMENT: It is the policy of the City of Bremerton to offer equal employment opportunity to all individuals. The City of Bremerton will administer all actions with respect to employment practices in compliance with federal, state, and local laws, and will not discriminate in any employment practice on the basis of age (40+), sex, race, color, national origin, sexual orientation/gender identity, marital status, military status, or the presence of any physical, mental or sensory disability. ADA STATEMENT: The City of Bremerton does not discriminate on the basis of disability in programs and activities, which it operates pursuant to the requirements of the American with Disabilities Act of 1990, and the ADA Amendments Ace. This policy extends to both employment and admission to participation in the programs, services, and activities of the City of Bremerton. Reasonable accommodation for employees or applicants for employment will be provided. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation. No bidder shall be discriminated against on the grounds of race, color, religion, sex, national origin, sexual orientation, age, genetic information, marital or veteran status, or the presence of any disability in consideration of award. END OF REQUEST FOR BIDS DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PUBLIC WORKS AGREEMENT – Page 1 of 8 2021 City Road Preservation Project Project # 6016 PUBLIC WORKS AGREEMENT THIS AGREEMENT is entered into between the City of Bremerton, a Washington Municipal Corporation (“City”), and Doolittle Construction, LLC (“Contractor”), whose mailing address is 1900 118th Ave. S.E., Bellevue, WA 98005. The parties agree as follows: 1. CONTRACTOR SERVICES. The Contractor shall perform the following services for the City: as described in the Bid Documents titled ‘2021 CITY ROAD PRESERVATION PROJECT.’ 2. TIME OF COMPLETION. Contractor shall complete the work within 45 working days from the date of issuance of the City’s Notice to Proceed. 3. COMPENSATION. The City shall pay the Contractor the total amount of $439,768.40. Applicable Washington State Retail Sales Tax on this contract shall be governed by WAC 458-20-171 and its related rules for the work contemplated in this agreement. The Contractor shall invoice the City monthly. The City will pay for the portion of the work described in the invoice that has been completed by the Contractor and approved by the City. The City payment shall not constitute a waiver of the City’s right to final inspection and acceptance of the project. A. Performance Bond. Pursuant to Chapter 39.08 RCW, the Contractor shall provide the City a performance bond for the full contract amount to be in effect until thirty (30) days after the date of final acceptance, or until receipt of all necessary releases from the State Department of Revenue and the State Department of Labor and Industries and until settlement of any liens filed under Chapter 60.28 RCW, whichever is later. B. Retainage. The City shall hold back a retainage in the amount of five percent (5%) of any and all payments made to contractor for a period of thirty (30) days after the date of final acceptance, or until receipt of all necessary releases from the State Department of Revenue and the State Department of Labor & Industries and until settlement of any liens filed under Chapter 60.28 RCW, whichever is later. C. Defective or Unauthorized Work. The City reserves its right to withhold payment from Contractor for any defective or unauthorized work. Defective or unauthorized work includes, without limitation: work and materials that do not conform to the requirements of this agreement; and extra work and materials furnished without the City’s written approval. If Contractor is unable, for any reason, to satisfactorily complete any portion of the work, the City may complete the work by contract or otherwise, and Contractor shall be liable to the City for any additional costs incurred by the City. “Additional costs” shall mean all reasonable costs, including DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PUBLIC WORKS AGREEMENT – Page 2 of 8 2021 City Road Preservation Project Project # 6016 legal costs and attorney fees, incurred by the City beyond the maximum Contract price specified above. The City further reserves its right to deduct the cost to complete the Contract work, including any Additional Costs, from any and all amounts due or to become due the Contractor. D. Final Payment: Waiver of Claims. THE MAKING OF FINAL PAYMENT (EXCLUDING WITHHELD RETAINAGE) SHALL PRECLUDE ALL CLAIMS, EXCEPT THOSE PREVIOUSLY AND PROPERLY MADE AND IDENTIFIED BY CONTRACTOR AS UNSETTLED AT THE TIME REQUEST FOR FINAL PAYMENT IS MADE. 4. INDEPENDENT CONTRACTOR. Contractor is and shall be at all times acting as an independent contractor and not as an employee of the City. The Contractor shall secure at its expense, and shall be responsible for all payments of income tax, social security, state disability insurance compensation, unemployment compensation, and all other payroll deductions for the Contractor, officer, agents, employees and sub-contractors. The Contractor shall also secure all applicable business licenses, if required, in connection with the contract services, including all required licenses for Contractor's officers, agents, employees and sub- contractors. 5. TERMINATION. The City may terminate this agreement for good cause. “Good cause” shall include, without limitation, any one or more of the following events: A. The Contractor’s refusal or failure to supply a sufficient number of properly skilled workers or proper materials for completion of the Contract work. B. The Contractor’s failure to complete the work within the time specified in this agreement. C. The Contractor’s failure to make full and prompt payment to sub- contractors or for material or labor. D. The Contractor’s persistent disregard of federal, state or local laws, rules or regulations. E. The Contractor’s filing for bankruptcy or becoming adjudged bankrupt. If the City terminates this agreement for good cause, the Contractor shall not receive any further monies due under this agreement until the Contract work is completed. 6. PREVAILING WAGES. Contractor shall file a “Statement of Intent to Pay Prevailing Wages” with the State of Washington Department of Labor & Industries prior to commencing the Contract work. Contractor shall pay prevailing wages and comply with Chapter 39.12 of the Revised Code of Washington, as well as any other applicable prevailing wage rate DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PUBLIC WORKS AGREEMENT – Page 3 of 8 2021 City Road Preservation Project Project # 6016 provisions. The latest prevailing wage rate revision issued by the Department of Labor and Industries is attached. 7. CHANGES. The City may issue a written work change directive for any change in the Contract work during the performance of this agreement. If the Contractor determines, for any reason, that a change order is necessary, Contractor must submit a written change order request to the City’s project manager within two (2) business days of the date the Contractor knew or should have known of the facts and events giving rise to the requested change. If the City determines that the change increases or decreases the Contractor’s costs or time for performance, the City will make an equitable adjustment. The City will attempt, in good faith, to reach agreement with the Contractor on all equitable adjustments. However, if the parties are unable to agree, the City will determine the equitable adjustment as it deems appropriate. The Contractor shall proceed with the change order work upon receiving a written work change directive or change order from the City. If the Contractor fails to require a change order within the time allowed, the Contractor waives its right to make any claim or submit subsequent change order requests for that portion of the contract work. If the Contractor disagrees with the equitable adjustment the Contractor must complete the change order work; however, the Contractor may elect to protest the adjustment as provided below: A. Procedure and Protest by the Contractor. If the Contractor disagrees with anything required by a work change directive or change order, including any direction, instruction, interpretation, or determination by the City, the Contractor shall: 1. Immediately give a signed written notice of protest to the City; 2. Supplement the written protest within fourteen (14) calendar days with a written statement that provides the following information: a. The date of the Contract’s protest. b. The nature and circumstances that caused the protest. c. The provisions in this agreement that support the protest. d. The estimated dollar cost, if any, of the protested work and how that estimate was determined. e. An analysis of the progress schedule showing the schedule change or disruption if the Contractor is asserting a schedule change or disruption. The Contractor shall keep complete records of extra costs and time incurred as a result of the protested work. The City shall have access to any of the Contractor’s records needed for evaluating the protest. 3. The City will evaluate all protests, provided the procedures in this section are followed. If the City determines that a protest is valid, DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PUBLIC WORKS AGREEMENT – Page 4 of 8 2021 City Road Preservation Project Project # 6016 the City will adjust payment for work or time by an equitable adjustment. No adjustment will be made for an invalid protest. B. Contractor’s Duty to Complete Protested Work. In spite of any protest, the Contractor shall proceed promptly with the work as the City has ordered. C. Contractor’s Acceptance of Changes. The Contractor accepts all requirements of a change order by: (1) endorsing it, (2) writing a separate acceptance, or (3) not protesting in the way this section provides. A change order that is accepted by Contractor as provided in this section shall constitute full payment and final settlement of all claims for contract time and for direct, indirect and consequential costs, including costs of delays related to any work, either covered or affected by the change. D. Failure to Protest Constitutes Waiver. By not protesting as this section provides, the Contractor also waives any additional entitlement and accepts from the City any written order (including directions, instructions, interpretations, and determination). E. Failure to Follow Procedures Constitutes Waiver. By failing to follow the procedures of this section, the Contractor completely waives any claims for protested work and accepts form the City any written order (including directions, instructions, interpretations, and determination). 8. CLAIMS. The Contractor shall give written notice to the City of all claims other than change orders within fourteen (14) calendar days of the occurrence of the events giving rise to the claims. Any claim for damages, additional payment for any reason, or extension of time, whether under this agreement or otherwise, shall be conclusively deemed to have been waived by the Contractor unless a timely written claim is made in strict accordance with the applicable provisions of this agreement; or, if (and only if) no such provision is applicable, unless that claim is set forth in detail in writing and received by the City within seven (7) calendar days from the date Contractor knew, or should have known, of the facts giving rise to the claim. At a minimum, a Contractor’s written claim must include the information set forth regarding protests in Section 7.A.2.a.-e. FAILURE TO PROVIDE A COMPLETE, WRITTEN NOTIFICATION OF CLAIM WITHIN THE TIME ALLOWED SHALL BE AN ABSOLUTE WAIVER OF ANY CLAIMS ARISING IN ANY WAY FROM THE FACTS OR EVENTS SURROUNDING THAT CLAIM OR CAUSED BY THAT DELAY. Contractor must, in any event, file any claim or bring any suit arising from or connected with this agreement within 120 calendar days from the date the contract work is complete. 9. WARRANTY. The Contractor shall correct all defects in workmanship and materials within one year from the date of the City’s acceptance of the Contract work. When DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PUBLIC WORKS AGREEMENT – Page 5 of 8 2021 City Road Preservation Project Project # 6016 defects are corrected, the warranty for that portion of the work shall extend for one year from the date such correction is completed and accepted by the City. The Contractor shall begin to correct any defects within seven (7) calendar days of its receipt of notice from the City of the defect. If the Contractor does not accomplish the corrections within a reasonable time, the City may complete the corrections and the Contractor shall pay all costs incurred by the City in order to accomplish the correction. 10. INDEMNIFICATION. Contractor shall defend, indemnify and hold the City, its officer, officials, employees, agents and volunteers harmless from any and all claims, injuries, damages, losses or suits including all legal costs and attorney fees, arising out of or in connection with the performance of this agreement, except for injuries and damages caused by the City’s sole negligence. The City’s inspection or acceptance of any of Contractor’s work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this agreement is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officials, employees, agents and volunteers, the Contractor’s liability hereunder shall be only to the extent of the Contractor’s negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THIS INDEMNIFICATION CONSTITUTES THE CONTRACTOR’S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSE OF THIS INDEMNIFICATION. THE PARTIES ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this agreement. 11. INSURANCE. The Contractor shall procure and maintain for the duration of this agreement insurance of the types and in the amounts described below against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work by the Contractor, its agents, representative, employees, sub-consultants or sub- contractors. Before beginning work on the project described in this agreement, the Contractor shall provide a Certificate of Insurance evidencing: A. Automobile Liability insurance with limits no less than $1,000,000 combined single limit per accident for bodily injury and property damage; and B. Commercial General Liability insurance written on an occurrence basis with limits no less than $1,000,000 combined single limit per occurrence DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PUBLIC WORKS AGREEMENT – Page 6 of 8 2021 City Road Preservation Project Project # 6016 and $2,000,000 general aggregate for personal injury, bodily injury and property damage. Coverage shall include but not be limited to: blanket contractual; products/completed operations/broad form property damage; explosion, collapse and underground (XCU); and C. Excess Liability insurance with limits not less than $1,000,000 per occurrence and aggregate; and B. Workers Compensation insurance as statutorily required by the Industrial Insurance Act of the State of Washington, Title 51, Revised Code of Washington and employer's liability with limits not less than $1,000,000. Any payment of deductible or self-insured retention shall be the sole responsibility of the Contractor. The City, its officials, employees, agents and volunteers shall be named as an additional insured on the insurance policy, as respects work performed by or on behalf of the Contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The Contractor’s insurance shall contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer’s liability. The Consultant's insurance shall be primary and non-contributory insurance as respects the City and shall contain a waiver of subrogation against the City for claims arising out of any operations, liabilities and obligations to which coverage applies. It shall be an affirmative obligation upon Consultant to advise the City’s Risk Manager by fax at (360) 473-5161, or by certified mail, return receipt requested to City of Bremerton, attn: Risk Management, 345 6th Street, Suite 100, Bremerton, WA 98337 within two days of the cancellation, suspension or substantive change of any insurance policy set out herein, and failure to do so shall be construed to be a breach of this Agreement. The City reserves the right to receive a certified copy of all the required insurance policies. 12. MISCELLANEOUS. A. Equal Employment Opportunity Statement. In the hiring of employees for the performance of work under this Agreement, the Contractor, its subcontractors, or any person acting on behalf of Contractor shall not discriminate in any employment practice on the basis of age (40+), sex, race, creed, color, national origin, sexual orientation/gender identity, marital status, military status, or the presence of any physical, mental or sensory disability. B. ADA Statement. The City of Bremerton does not discriminate on the basis of disability in programs and activities, which it operates pursuant to the requirements of the Americans with Disabilities Act of 1990, and ADA Amendments Act. This policy extends to DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PUBLIC WORKS AGREEMENT – Page 7 of 8 2021 City Road Preservation Project Project # 6016 both employment and admission to participation in the programs, services and activities of the City of Bremerton. Reasonable accommodation for employees or applicants for employment will be provided. C. Compliance with Laws. Contractor shall comply with all federal, state and local laws, rules and regulations throughout every aspect in the performance of this agreement. D. Work Performed at Contractor’s Risk. Contractor shall take all precautions necessary and shall be responsible for the safety of its employees, agents, and subcontractors in the performance of this agreement. All work shall be done at Contractor’s own risk, and Contractor shall be responsible for any loss of or damage to materials, tools, or other articles used or held for use in connection with the work. E. Nonwaiver of Breach. The failure of the City to insist upon strict performance of any of the terms and rights contained herein, or to exercise any option herein conferred in one or more instances, shall not be constructed to be a waiver or relinquishment of those terms and rights and they shall remain in full force and effect F. Governing Law. This agreement shall be governed and construed in accordance with the laws of the State of Washington. If any dispute arises between the City and Contractor under any of the provisions of this agreement, resolution of that dispute shall be available only through the jurisdiction, venue and rules of the Kitsap County Superior Court, Kitsap County, Washington. G. Attorney’s Fees. To the extent not inconsistent with RCW 39.04.240, in any claim or lawsuit for damages arising from the parties’ performance of this agreement, each party shall be responsible for payment of its own legal costs and attorney’s fees incurred in defending or bringing such claim or lawsuit; however, nothing in this subsection shall limit the City’s right to indemnification under Section 10 of this agreement. H. Written Notice. All communications regarding this agreement shall be sent to the parties at the addresses listed on the signature page of this agreement, unless otherwise notified. Any written notice shall become effective upon delivery, but in any event three (3) calendar days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated on this agreement. I. Assignment. Any assignment of this agreement by the Contractor without the written consent of the City shall be void. J. Modification. No waiver, alteration, or modification of any of the provisions of this agreement shall be binding unless in writing and signed by a duly authorized representative of the City and Contractor. K. Severability. If any one or more sections, sub-sections, or sentences of this agreement are held to be unconstitutional or invalid, that decision shall not affect the validity DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PUBLIC WORKS AGREEMENT – Page 8 of 8 2021 City Road Preservation Project Project # 6016 of the remaining portion of this agreement and the remainder shall remain in full force and effect. L. Entire Agreement. The written provisions and terms of this agreement, together with any attached Exhibits, supersede all prior verbal statements by any representative of the City, and those statements shall not be construed as forming a part of or altering in any manner this agreement. This agreement and any attached Exhibits contain the entire agreement between the parties. Should any language in any Exhibit to this agreement conflict with any language contained in this agreement, the terms of this agreement shall prevail. IN WITNESS WHEREOF, the parties below have executed this agreement. CONTRACTOR THE CITY OF BREMERTON Print Name: Print Name: Greg Wheeler Title: Title: Mayor DATE DATE Notices to be sent to: Notices to be sent to: CONTRACTOR: CITY OF BREMERTON: Doolittle Construction, LLC Andrea Archer-Parsons, P.E. 1900 118th Ave. S.E. 345 6th Street, Suite 100 Bellevue, WA 98005 Bremerton, WA 98337 (360) 473-2317 (360) 473-5270 (facsimile) APPROVED AS TO FORM: ATTEST: Roger A. Lubovich Angela Hoover, City Clerk Bremerton City Attorney DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 5/25/2021 President Aaron Kindt 5/26/2021 PUBLIC WORKS AGREEMENT – Page 9 of 9 2021 City Road Preservation Project Project # 6016 THIS PAGE LEFT INTENTIONALLY BLANK DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? INSR ADDL SUBR LTR INSD WVD PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY)(MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person)$ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person)$ OWNED SCHEDULED BODILY INJURY (Per accident)$AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH- STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 5/21/2021 (425) 489-4500 (425) 485-8489 38733 Doolittle Construction, LLC 1900 118th Avenue SE Bellevue, WA 98005 A 1,000,000 X X 21BLS08289 2/18/2021 2/18/2022 500,000 15,000 1,000,000 2,000,000 2,000,000 WASHINGTON STOP 1,000,000 1,000,000A X X 21BAS08289 2/18/2021 2/18/2022 5,000,000A 21BLU08289 2/18/2021 2/18/2022 5,000,000 10,000 A 21BLS08289 2/18/2021 2/18/2022 1,000,000 1,000,000 1,000,000 RE: Project #6016; 2021 City Road Preservation Project; City of Bremerton City of Bremerton, its officials, employees, agents and volunteers are included as an Additional Insured, coverage is primary and non-contributory and waiver of subrogation applies per the attached forms/endorsements. City of Bremerton 345 6th Street, Suite 100 Bremerton, WA 98337 DOOLCON-01 LMORELOS Hub International Northwest LLC PO Box 3018 Bothell, WA 98041 now.info@hubinternational.com Alaska National Insurance Company X X X X X X X X X X DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 ANIC GL 1187 07 16 Page 1 of 6 CONTRACTORS’ GENERAL LIABILITY ENHANCEMENT ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Coverage afforded under this extension of coverage endorsement does not apply to any person or organization covered as an additional insured on any other endorsement now or hereafter attached to this Coverage Part. SCHEDULE OF COVERAGES ARE SUMMARIZED BELOW 1.Miscellaneous Additional Insureds8additional insured extensions.Primary and Noncontributory Insurance2. Damage To Premises Rented to YouLimit increased to $500,000.3.Medical PaymentsLimits increased to $15,000.Reporting period increased to three years fromthe date of accident.4.Non-owned WatercraftIncreased to 50 feet.5. Supplementary PaymentsCost of bail bonds increased to $10,000.Daily loss of earnings increased to $500.6. Newly Formed Or Acquired OrganizationsCoverage extended to the end of the policy periodor the next anniversary of this policy’s effectivedate.7.LiberalizationClause8. Unintentional Failure To Disclose Hazards9. Notice of Occurrence10. Broad Knowledge of Occurrence11. Bodily Injury - Extension of Coverage12. Expected Or Intended InjuryReasonable force - bodily injury or propertydamage.13. Blanket Waiver of SubrogationWaiver of subrogation where required by writtencontract or written agreement.14.InRem Actions1.MISCELLANEOUS ADDITIONAL INSUREDSSection II Who Is An Insured is amended toinclude as an additional Insured any person ororganization described in Paragraphs 2.a.through 2.h. below whom you are required to addas an additional insured on this policy under awritten contract or written agreement. However,the written contract or written agreement must be: 1.Currently in effect or becoming effectiveduring the term of this policy; and2.Executed prior to the “bodily injury”,“property damage” or “personal injury andadvertising injury”, but Only the following persons or organizations are additional insureds under this endorsement and coverage provided to such additional insureds is limited as provided herein: a. State or Governmental Agency orSubdivision or Political Subdivi-sionsAny state or governmental agency orsubdivision or political subdivisionthat has issued a permit inconnection with operations performed by you or on your behalf and that youare required by any ordinance, law or building code to include as anadditional insured on this coveragepart is an additional insured, but onlywith respect to liability for “bodilyinjury”, “property damage”, “personaland advertising injury” arising out ofsuch operations. Policy #21BLS08289ANIC GL 1187 07 16 Page 2 of 6 The insurance provided to such state or political subdivision does not apply to any “bodily injury”, “property damage” or “personal and advertising injury” arising out of operations performed for that state or political subdivision. b. Controlling InterestAny persons or organizations with acontrolling interest in you but onlywith respect to their liability arisingout of: (1)Their financial control of you, or(2)Premises they own, maintain orcontrol while you lease or occupy these premises. This insurance does not apply to structural alterations, new construc-tion and demolition operations performed by or for such additional insured. c. Managers or Lessors of Premises A manager or lessor of premises butonly with respect to liability arising out of the ownership, maintenance or use of that specific part of the premisesleased to you and subject to thefollowing additional exclusions: This insurance does not apply to: (1)Any “occurrence” which takesplace after you cease to be atenant in that premises; or (2)Structural alterations, new con-struction or demolition operationsperformed by or on behalf ofsuch additional insured. d.Mortgagee, Assignee or ReceiverA mortgagee, assignee or receiverbut only with respect to their liabilityas mortgagee, assignee, or receiverand arising out of the ownership,maintenance, or use of a premises by you. This insurance does not apply tostructural alterations, new construc-tion or demolition operationsperformed by or for such additionalinsured. e. Owners or Other Interests FromWhom Land Has Been Leased An owner or other interest from whomland has been leased by you but only with respect to liability arising out ofthe ownership, maintenance or use ofthat specific part of the land leased to you and subject to the followingadditional exclusions: This insurance does not apply to:(1)Any “occurrence” which takesplace after you cease to leasethat land; or (2)Structural alterations, new con-struction or demolition operationsperformed by or on behalf ofsuch additional insured. f. Co-owner of Insured Premises A co-owner of a premises co-ownedby you and covered under thisinsurance but only with respect to the co-owners liability as co-owner ofsuch premises. g. Lessor of EquipmentAny person or organization fromwhom you lease equipment. Suchperson or organization is anadditional insured only with respect to their liability for “bodily injury”,“property damage” or “personal andAdvertising injury” caused, in wholeor in part, by your maintenance, oper-ation or use of equipment leased toyou by such person or organization.A person’s or organization’s status as an additional insured under thisendorsement ends when their writtencontract or written agreement withyou for such leased equipment ends. With respect to the insuranceafforded these additional insureds,the following additional exclusionsapply: This insurance does not apply:(1)To any “occurrence” which takesplace after the equipment leaseexpires; or DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 ANIC GL 1187 07 16 Page 3 of 6 (2)To “bodily injury”,“property damage”,or “personal andadvertising injury” arising out ofthe sole negligence of suchadditional insured. h.Owners, Lessees or Contractors(1)Such person or organization is an additional insured for “bodilyinjury”, “property damage” and“personal and advertising injury”if, and only to the extent that, theinjury or damage is caused bynegligent acts or omissions ofyou or your subcontractor in theperformance of “your work” towhich the written contractapplies. This person or organi-zation does not qualify as anadditional insured with respect toinjury or damage caused in whole or in part by independentnegligent acts or omissions ofsuch person or organization. (2)However, this insurance does notapply to “bodily injury”, “propertydamage” or “personal andadvertising injury” arising out ofan architect’s, engineer’s, orsurveyor’s rendering of or failureto render any professionalservices including: i.the preparing, approving, orfailing to prepare or approvemaps, drawings, opinions,reports, surveys, changeorders, design orspecifications; and ii.supervisory, inspection, orengineering services. (3)The insurance provided to thisadditional insured, does notcover "bodily injury" or "propertydamage” caused by yournegligent acts and omissions inthe performance of "your work"that occurs within the "products-completed operations hazard",unless the written contractcontains a specific requirementthat you procure completedoperations coverage or coveragewithin the "products-completedoperations hazard" for theadditional insured. However, even if coverage within the "products-completed operations hazard" is required by the written contract, such coverage is available to the additional insured only if the "bodily injury" or "property damage" occurs prior to the end of the time period during which you are required by the written contract to provide such coverage or the expiration date of the policy, whichever comes first. Any insurance provided to an additional insured designated under Paragraphs 2.a.through 2.g.above does not apply to “bodily injury” or “property damage” included within the products-completed operations hazard.”Primary And Noncontributory Insurance The following is added to the Other Insurance Condition and supersedes any provision to the contrary: This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1)The additional insured is aNamed Insured under such otherinsurance; and (2)You have agreed in writing in acontract or agreement that thisinsurance would be primary andwould not seek contribution fromany other insurance available tothe additional insured. Section III - Limits of Insurance, the following is added: With respect to the insurance afforded to the additional insureds described in Paragraphs a. through h. above, the most we will pay on behalf of such additional insured is the amount of insurance: (1)Required by the contract oragreement; or(2)Available under the applicableLimits of Insurance shown in theDeclarations; whichever is less. ANIC GL 1187 07 16 Page 4 of 6 This provision shall not increase the applicable Limits of Insurance shown in the Declaration. 2. Damage To Premises Rented to You SECTION III – LIMITS OF INSURANCE,Paragraph 6. is replaced by the following:6.Subject to Paragraph 5. above, theDamage to Premises Rented to You Limit is the most we will pay under Coverage Afor damages because of “propertydamage” to any one premises, whilerented to you, or in the case of damageby fire, while rented to you or temporarilyoccupied by you with permission of theowner. If a limit is shown for Damage to Premises Rented to You the most we will pay under Coverage Afor damages because or “property damage” to any one premises is the Limit shown in the Declarations or $500,000, whichever is greater. 3.MEDICAL PAYMENTSA. Section lll – Limits of Insurance, Paragraph7.is replaced by the following:7.Subject to Paragraph 5. above theMedical Expense Limit is the most we will pay under Coverage C for all medicalexpenses because of “bodily injury”sustained by any one person.If a limit is shown for Medical Expense inthe Declarations the most we will payunder Coverage C for all medicalexpenses because of “bodily injury”sustained by any one person is the Limitshown in the Declarations or $15,000,whichever is greater. B.This provision 5. (Medical Payments) doesnot apply if Section I - Coverage C MedicalPayments is excluded either by theprovisions of the Coverage Part or byendorsement. C.Paragraph 1.a.(3)(b) of Section I - Coverage C - Medical Payments, is replaced by thefollowing: (b)The expenses are incurredand reported to us withinthree years of the date of theaccident; and 4.NON-OWNED WATERCRAFTA.If endorsement CG 21 09, CG 21 10, CG 2450, or CG 24 51 is attached to the policy,Paragraph A. 2. g. (2) (b) is replaced by thefollowing:(b) A watercraft that you do notown that is:(i)Less than 50 feet long:and (ii)Not being used to carrypersons or property for acharge. B.If Paragraph A. does not apply, Paragraph g. (2)of 2. EXCLUSION under SECTION l –COVERAGES, COVERAGE A – BODILYINJURY AND PROPERTY DAMAGELIABILITY is replaced by the following:(2)A watercraft that you do not ownthat is: (a)Less than 50 feet long; and(b)Not being used to carrypersons or property for acharge. 5.SUPPLEMENTARY PAYMENTSA.Under Section I - Supplementary Payments- Coverage A and B, Paragraph 1.b., thelimit of $250 shown for the cost of bail bondsis replaced by $10,000; B.In Paragraph 1.d., the limit of $250 shown for daily loss of earnings is replaced by $500. 6.NEWLY FORMED OR ACQUIREDORGANIZATIONS Paragraph 3.a. of Section II - Who Is An Insuredis deleted and replaced by the following: Coverage under this provision is afforded onlyuntil the end of the policy period or the nextanniversary of this policy’s effective date after you acquire or form the organization, whichever isearlier. DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 ANIC GL 1187 07 16 Page 5 of 6 7.LIBERALIZATION CLAUSEIf we adopt a change in our forms or rules whichwould broaden coverage for contractors underthis endorsement without an additional premiumcharge, your policy will automatically provide theadditional coverages as of the date the revision iseffective in your state. 8. UNINTENTIONAL FAILURE TO DISCLOSEHAZARDS SECTION IV – COMMERCIAL GENERALLIABILITY CONDITIONS– Paragraph 6.–Representations is replaced by the following:6. Representations By accepting this policy, you agree:a.The statements in the Declarations areaccurate and complete; b.Those statements are based uponrepresentations you made to us; and c.We have issued this policy in relianceupon your representations. The unintentional omission of, or unintentional error in, any information you provided to us which we relied upon in issuing this policy will not prejudice your rights under this insurance. However, this provision does not affect our right to collect additional premium or to exercise our rights of cancellation or nonrenewal in accordance with applicable laws and regulations. 9. NOTICE OF OCCURRENCE The following is added to Paragraph 2. of Section IV - Commercial General Liability Conditions -Duties In The Event of Occurrence, Offense,Claim or Suit:Your rights under this Coverage Part will not beprejudiced if you fail to give us notice of an“occurrence”, offense, claim or “suit” and thatfailure is solely due to your reasonable belief thatthe “bodily injury” or “property damage” is notcovered under this Coverage Part. However, you shall give written notice of this “occurrence”,offense, claim or “suit” to us as soon as you areaware that this insurance may apply to such“occurrence”, offense, claim or “suit.”10. BROAD KNOWLEDGE OF OCCURRENCE The following is added to Paragraph 2. of Section IV - Commercial General Liability Conditions -Duties in The Event of Occurrence, Offense,Claim or Suit: You must give us or our authorized representative notice of an “occurrence”, offense, claim, or “suit”only when the “occurrence”, offense, claim or“suit’ is known to: (1)You, if you are an individual;(2) A partner, if you are apartnership; (3)An executive officer or theemployee designated by you togive such notice, if you are acorporation; or (4)A manager, if you are a limitedliability company. 11.EXPANDED BODILY INJURYSection V - Definitions, the definition of “bodilyinjury” is changed to read:“Bodily injury” means bodily injury, sickness ordisease sustained by a person, including death,humiliation, shock, mental anguish or mentalinjury by that person at any time which results asa consequence of the bodily injury, sickness ordisease. 12. EXPECTED OR INTENDED INJURY Exclusion a. of Section I - Coverage A - BodilyInjury and Property Damage Liability isreplaced by the following: a.“Bodily injury” or “property damage”expected or intended from thestandpoint of the insured. Thisexclusion does not apply to “bodilyinjury” or “property damage” resultingfrom the use of reasonable force toprotect persons or property. This endorsement changes the policy to which it is attached and, unless otherwise stated, is effective on the date issued at 12:01 A.M. standard time at your mailing address shown in the policy. The information below is required only when this endorsement is issued subsequent to commencement of the policy.Endorsement Effective Policy No. Insured Endorsement No. Countersigned By Includes copyrighted material of Insurance Services Office, Inc., with its permission ANIC GL 1187 07 16 Page 6 of 6 13. BLANKET WAIVER OF SUBROGATION The Transfer Of Rights Of Recovery AgainstOthers To Us Condition (Section IV -Commercial General Liability Conditions) isamended by the addition of the following: We waive any right of recovery we may haveagainst any person or organization because ofpayments we make for injury or damage arisingout of: 1.Your ongoing operations; or2.“Your work” included in the “products-completed operations hazard.”However, this waiver applies only when you have agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement: 1.Is in effect or becomes effective duringthe term of this policy; and 2.Was executed prior to loss.14.IN REM ACTIONSAny action in rem against any vessel owned,operated by or for, or chartered by or for you willbe treated in the same manner as though theaction were in personam against you. DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 CG 25 03 05 09 Page 1 of 2 DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A.For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I – Coverage A, and for all medical expenses caused by accidents under Section I – Coverage C, which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1.A separate Designated Construction Project General Aggregate Limit applies to each designated construction project, and that lim it is equal to the amount of the General Aggregate Limit shown in the Declarations. 2.The Designated Construction Project General Aggregate Lim it is the most we will pay for the sum of all dam ages under Coverage A, except damages because of "bodily injury" or "property dam age" included in the "products- com pleted operations hazard", and for medical expenses under Coverage C regardless of the number of: a.Insureds; b.Claim s made or "suits" brought; or c.Persons or organizations making claims or bringing "suits". 3.Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Designated Construction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Designated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4.The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Designated Construction Project General Aggregate Limit. All Projects Policy #21BLS08289 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 This endorsement changes the policy to which it is attached and, unless otherwise stated, is effective on the date issued at 12:01 A.M. standard time at your mailing address shown in the policy. The information below is required only when this endorsement is issued subsequent to commencement of the policy. Endorsement Effective Insured Endorsement No. Countersigned By © Insurance Services Office, Inc., 2008 CG 25 03 05 09 Page 2 of 2 B.For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I – Coverage A, and for all medical expenses caused by accidents under Section I – Coverage C, which cannot be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1.Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-completed Operations Aggregate Limit, whichever is applicable; and 2.Such payments shall not reduce any Designated Construction Project General Aggregate Limit. C.When coverage for liability arising out of the "products-completed operations hazard" is provided, an y payments for damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard" will reduce the Products-completed Operations Aggregate Limit, and not reduce the General Aggregate Limit nor the Designated Construction Project General Aggregate Limit. D.If the applicable designated construction project has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. E.The provisions of Section III – Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. 25 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 Policy #21BAS08289 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 City of Bremerton Page 1 of 2 Performance Bond 2021 City Road Preservation Project April 2021 Project #: 6016 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That as CONTRACTOR, and as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled 2021 CITY ROAD PRESERVATION PROJECT; now, therefore, In the event CONTRACTOR fails to timely or properly perform any of the requirements of the Contract Documents at the times and in the manner contained therein, the Surety shall be liable under this bond up to the amount of the bond for the full amount of the OWNERS’s expenses to construct or repair all work as well as all loss, cost, expense or damage suffered by the OWNER in excess of the Contract amount due to the CONTRACTOR’S failure to comply with any contract or permit conditions or other applicable laws and regulations. The Surety agrees that within 30 calendar days of receiving notice that the OWNER has declared a CONTRACTOR default and formally terminated the CONTRACTOR’S right to complete the Contract pursuant to its terms and conditions and that the CONTRACTOR has defaulted on all or part of the terms guaranteed by this bond, the Surety shall either: 1.Notify the OWNER in writing of its intent to cure the default itself within a reasonableperiod of time acceptable to the OWNER. The OWNER agrees to pay the balance of theContract price to the Surety in accordance with the terms of the Contract, or2.Tender to the OWNER the demanded sum, up to the amount of the bond. However, if theamount necessary for the OWNER to cure the default is less than the amount tendered,the OWNER will return, without interest, any overpayment to the Surety.PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 City of Bremerton Page 2 of 2 Performance Bond 2021 City Road Preservation Project April 2021 Project #: 6016 The obligation of the Surety shall include reimbursing the City for all costs and expenses, (including, but not limited to fees and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. The CONTRACTOR hereby agrees that the CONTRACTOR’S obligation to perform the required work is not limited to the amount of funds held by the Surety. This bond is irrevocable and cannot be canceled by the Surety or the CONTRACTOR. This bond shall remain in full force and effect until the obligations secured hereby have been fully performed and until the bond is released in writing by the OWNER at the written request of the Surety or CONTRACTOR. IN WITNESS WHEREOF, we have hereunder set our hands and seals this_________day of_________________, 20 . (SEAL) (SEAL) (CONTRACTOR) (Surety) By: By: (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of Surety to which all notices shall be sent: _____________________________ _____________________________ _____________________________ Address of Surety for service of process: _____________________________ (must be a physical address) _____________________________ _____________________________ DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 City of Bremerton Page 1 of 2 Payment Bond 2021 City Road Preservation Project April 2021 Project #: 6016 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, That as CONTRACTOR, and as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled “2021 CITY ROAD PRESERVATION PROJECT”; now, therefore, If said CONTRACTOR, or subcontractor, fails to pay for any materials, equipment, or other supplies, or for rental of same, used in connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety will pay for the same in an amount not exceeding the sum specified above, and, in the event suit is brought upon this bond, reasonable attorney's fees to be fixed by the court. This bond shall inure to the benefit of any persons, companies, or corporations entitled to file claims under applicable State law so as to give a right of action to them or their assigns in any suit brought upon this bond. PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. The obligation of the Surety shall include reimbursing the City of all costs and expenses, (including, but not limited to fee and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond. DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 City of Bremerton Page 2 of 2 Payment Bond 2021 City Road Preservation Project April 2021 Project #: 6016 IN WITNESS WHEREOF, we have hereunder set our hands and seals this of , 2021 day (CONTRACTOR) (Surety) By: By: (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of Surety to which all notices shall be sent: Address of Surety for service of process: (must be a physical address) DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 2021 City Road Preservation Project SPECIAL PROVISIONS DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 1 INTRODUCTION TO THE SPECIAL PROVISIONS 1 2 (August 14, 2013 APWA GSP) 3 4 The work on this project shall be accomplished in accordance with the Standard Specifications 5 for Road, Bridge and Municipal Construction, 2020 edition, as issued by the Washington State 6 Department of Transportation (WSDOT) and the American Public Works Association (APWA), 7 Washington State Chapter (hereafter “Standard Specifications”). The Standard 8 Specifications, as modified or supplemented by the Amendments to the Standard 9 Specifications and these Special Provisions, all of which are made a part of the Contract 10 Documents, shall govern all of the Work. 11 12 These Special Provisions are made up of both General Special Provisions (GSPs) from 13 various sources, which may have project-specific fill-ins; and project-specific Special 14 Provisions. Each Provision either supplements, modifies, or replaces the comparable 15 Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition 16 to any subsection or portion of the Standard Specifications is meant to pertain only to that 17 particular portion of the section, and in no way should it be interpreted that the balance of the 18 section does not apply. 19 20 The project-specific Special Provisions are not labeled as such. The GSPs are labeled under 21 the headers of each GSP, with the effective date of the GSP and its source. For example: 22 23 (March 8, 2013 APWA GSP) 24 (April 1, 2013 WSDOT GSP) 25 (May 1, 2013 COB GSP) 26 27 Also incorporated into the Contract Documents by reference are: 28 • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted 29 edition, with Washington State modifications, if any 30 • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current 31 edition 32 • City of Bremerton Design and Construction Standards, Divisions 2-8 33 34 Contractor shall obtain copies of these publications, at Contractor’s own expense. 35 36 37 Division 1 38 General Requirements 39 40 DESCRIPTION OF WORK 41 42 (March 13, 1995) 43 This Contract provides for the improvement of *** various roads in the City of Bremerton by 44 placing slurry seal, chip seal, striping (per the attached Project List and Plan) *** and other 45 work, all in accordance with the attached Contract Plans, these Contract Provisions, and the 46 Standard Specifications. 47 48 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 2 1-01.3 Definitions 1 (January 4, 2016 APWA GSP) 2 3 Delete the heading Completion Dates and the three paragraphs that follow it, and replace 4 them with the following: 5 6 Dates 7 Bid Opening Date 8 The date on which the Contracting Agency publicly opens and reads the Bids. 9 Award Date 10 The date of the formal decision of the Contracting Agency to accept the lowest 11 responsible and responsive Bidder for the Work. 12 Contract Execution Date 13 The date the Contracting Agency officially binds the Agency to the Contract. 14 Notice to Proceed Date 15 The date stated in the Notice to Proceed on which the Contract time begins. 16 Substantial Completion Date 17 The day the Engineer determines the Contracting Agency has full and unrestricted 18 use and benefit of the facilities, both from the operational and safety standpoint, any 19 remaining traffic disruptions will be rare and brief, and only minor incidental work, 20 replacement of temporary substitute facilities, plant establishment periods, or 21 correction or repair remains for the Physical Completion of the total Contract. 22 Physical Completion Date 23 The day all of the Work is physically completed on the project. All documentation 24 required by the Contract and required by law does not necessarily need to be 25 furnished by the Contractor by this date. 26 Completion Date 27 The day all the Work specified in the Contract is completed and all the obligations of 28 the Contractor under the contract are fulfilled by the Contractor. All documentation 29 required by the Contract and required by law must be furnished by the Contractor 30 before establishment of this date. 31 Final Acceptance Date 32 The date on which the Contracting Agency accepts the Work as complete. 33 34 Supplement this Section with the following: 35 36 All references in the Standard Specifications, Amendments, or WSDOT General Special 37 Provisions, to the terms “Department of Transportation”, “Washington State 38 Transportation Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, 39 “Headquarters”, and “State Treasurer” shall be revised to read “Contracting Agency”. 40 41 All references to the terms “State” or “state” shall be revised to read “Contracting 42 Agency” unless the reference is to an administrative agency of the State of Washington, 43 a State statute or regulation, or the context reasonably indicates otherwise. 44 45 All references to “State Materials Laboratory” shall be revised to read “Contracting 46 Agency designated location”. 47 48 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 3 All references to “final contract voucher certification” shall be interpreted to mean the 1 Contracting Agency form(s) by which final payment is authorized, and final completion 2 and acceptance granted. 3 4 Additive 5 A supplemental unit of work or group of bid items, identified separately in the Bid 6 Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition 7 to the base bid. 8 9 Alternate 10 One of two or more units of work or groups of bid items, identified separately in the Bid 11 Proposal, from which the Contracting Agency may make a choice between different 12 methods or material of construction for performing the same work. 13 14 Business Day 15 A business day is any day from Monday through Friday except holidays as listed in 16 Section 1-08.5. 17 18 Contract Bond 19 The definition in the Standard Specifications for “Contract Bond” applies to whatever 20 bond form(s) are required by the Contract Documents, which may be a combination of a 21 Payment Bond and a Performance Bond. 22 23 Contract Documents 24 See definition for “Contract”. 25 26 Contract Time 27 The period of time established by the terms and conditions of the Contract within which 28 the Work must be physically completed. 29 30 Notice of Award 31 The written notice from the Contracting Agency to the successful Bidder signifying the 32 Contracting Agency’s acceptance of the Bid Proposal. 33 34 Notice to Proceed 35 The written notice from the Contracting Agency or Engineer to the Contractor authorizing 36 and directing the Contractor to proceed with the Work and establishing the date on which 37 the Contract time begins. 38 39 Traffic 40 Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and 41 equestrian traffic. 42 43 1-02 BID PROCEDURES AND CONDITIONS 44 45 1-02.1 Prequalification of Bidders 46 47 Delete this section and replace it with the following: 48 49 1-02.1 Qualifications of Bidder 50 (January 24, 2011 APWA GSP) 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 4 Before award of a public works contract, a bidder must meet at least the minimum 1 qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to 2 be awarded a public works project. 3 4 1-02.2 Plans and Specifications 5 (June 27, 2011 APWA GSP) 6 7 Delete this section and replace it with the following: 8 9 Information as to where Bid Documents can be obtained or reviewed can be found in the 10 Call for Bids (Advertisement for Bids) for the work. 11 12 After award of the contract, plans and specifications will be issued to the Contractor at no 13 cost as detailed below: 14 15 To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") ***4*** Furnished automatically upon award. Contract Provisions ***4*** Furnished automatically upon award. Large plans (e.g., 22" x 34") ***0*** Furnished only upon request. 16 Additional plans and Contract Provisions may be obtained by the Contractor from the 17 source stated in the Call for Bids, at the Contractor’s own expense. 18 19 1-02.5 Proposal Forms 20 (July 31, 2017 APWA GSP) 21 22 Delete this section and replace it with the following: 23 24 The Proposal Form will identify the project and its location and describe the work. It will 25 also list estimated quantities, units of measurement, the items of work, and the materials 26 to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal 27 form that call for, but are not limited to, unit prices; extensions; summations; the total bid 28 amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment 29 of addenda; the bidder’s name, address, telephone number, and signature; the bidder’s 30 UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor’s 31 Registration Number; and a Business License Number, if applicable. Bids shall be 32 completed by typing or shall be printed in ink by hand, preferably in black ink. The 33 required certifications are included as part of the Proposal Form. 34 35 The Contracting Agency reserves the right to arrange the proposal forms with alternates 36 and additives, if such be to the advantage of the Contracting Agency. The bidder shall 37 bid on all alternates and additives set forth in the Proposal Form unless otherwise 38 specified. 39 40 1-02.6 Preparation of Proposal 41 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 5 (July 11, 2018 APWA GSP) 1 2 Supplement the second paragraph with the following: 3 4. If a minimum bid amount has been established for any item, the unit or lump sum 4 price must equal or exceed the minimum amount stated. 5 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be 6 initialed by the signer of the bid. 7 8 Delete the last two paragraphs, and replace them with the following: 9 10 If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any 11 Subcontractor to perform those items of work. 12 13 The Bidder shall submit with their Bid a completed Contractor Certification Wage Law 14 Compliance form, provided by the Contracting Agency. Failure to return this certification 15 as part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for 16 Award. A Contractor Certification of Wage Law Compliance form is included in the 17 Proposal Forms. 18 19 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. 20 21 A bid by a corporation shall be executed in the corporate name, by the president or a 22 vice president (or other corporate officer accompanied by evidence of authority to sign). 23 24 A bid by a partnership shall be executed in the partnership name, and signed by a 25 partner. A copy of the partnership agreement shall be submitted with the Bid Form if any 26 UDBE requirements are to be satisfied through such an agreement. 27 28 A bid by a joint venture shall be executed in the joint venture name and signed by a 29 member of the joint venture. A copy of the joint venture agreement shall be submitted 30 with the Bid Form if any UDBE requirements are to be satisfied through such an 31 agreement. 32 33 1-02.7 Bid Deposit 34 (March 8, 2013 APWA GSP) 35 36 Supplement this section with the following: 37 38 Bid bonds shall contain the following: 39 1. Contracting Agency-assigned number for the project; 40 2. Name of the project; 41 3. The Contracting Agency named as obligee; 42 4. The amount of the bid bond stated either as a dollar figure or as a percentage which 43 represents five percent of the maximum bid amount that could be awarded; 44 5. Signature of the bidder’s officer empowered to sign official statements. The signature 45 of the person authorized to submit the bid should agree with the signature on the 46 bond, and the title of the person must accompany the said signature; 47 6. The signature of the surety’s officer empowered to sign the bond and the power of 48 attorney. 49 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 6 1 If so stated in the Contract Provisions, bidder must use the bond form included in the 2 Contract Provisions. 3 4 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 5 6 1-03 Award and Execution of Contract 7 8 1-03.1 Consideration of Bids 9 (January 23, 2006 APWA GSP) 10 11 Revise the first paragraph to read: 12 13 After opening and reading proposals, the Contracting Agency will check them for 14 correctness of extensions of the prices per unit and the total price. If a discrepancy exists 15 between the price per unit and the extended amount of any bid item, the price per unit will 16 control. If a minimum bid amount has been established for any item and the bidder’s unit 17 or lump sum price is less than the minimum specified amount, the Contracting Agency will 18 unilaterally revise the unit or lump sum price, to the minimum specified amount and 19 recalculate the extension. The total of extensions, corrected where necessary, including 20 sales taxes where applicable and such additives and/or alternates as selected by the 21 Contracting Agency, will be used by the Contracting Agency for award purposes and to fix 22 the Awarded Contract Price amount and the amount of the contract bond. 23 24 1-03.3 Execution of Contract 25 (October 1, 2005 APWA GSP) 26 27 Revise this section to read: 28 29 Copies of the Contract Provisions, including the unsigned Form of Contract, will be 30 available for signature by the successful bidder on the first business day following award. 31 The number of copies to be executed by the Contractor will be determined by the 32 Contracting Agency. 33 34 Within ***10*** calendar days after the award date, the successful bidder shall return the 35 signed Contracting Agency-prepared contract, an insurance certification as required by 36 Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before 37 execution of the contract by the Contracting Agency, the successful bidder shall provide 38 any pre-award information the Contracting Agency may require under Section 1-02.15. 39 40 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting 41 Agency nor shall any work begin within the project limits or within Contracting Agency-42 furnished sites. The Contractor shall bear all risks for any work begun outside such areas 43 and for any materials ordered before the contract is executed by the Contracting Agency. 44 45 If the bidder experiences circumstances beyond their control that prevents return of the 46 contract documents within the calendar days after the award date stated above, the 47 Contracting Agency may grant up to a maximum of ***5*** additional calendar days for 48 return of the documents, provided the Contracting Agency deems the circumstances 49 warrant it. 50 51 1-03.4 Contract Bond 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 7 (July 23, 2015 APWA GSP) 1 2 Delete the first paragraph and replace it with the following: 3 4 The successful bidder shall provide executed payment and performance bond(s) for the 5 full contract amount. The bond may be a combined payment and performance bond; or 6 be separate payment and performance bonds. In the case of separate payment and 7 performance bonds, each shall be for the full contract amount. The bond(s) shall: 8 1. Be on Contracting Agency-furnished form(s); 9 2. Be signed by an approved surety (or sureties) that: 10 a. Is registered with the Washington State Insurance Commissioner, and 11 b. Appears on the current Authorized Insurance List in the State of Washington 12 published by the Office of the Insurance Commissioner, 13 3. Guarantee that the Contractor will perform and comply with all obligations, duties, 14 and conditions under the Contract, including but not limited to the duty and obligation 15 to indemnify, defend, and protect the Contracting Agency against all losses and 16 claims related directly or indirectly from any failure: 17 a. Of the Contractor (or any of the employees, subcontractors, or lower tier 18 subcontractors of the Contractor) to faithfully perform and comply with all contract 19 obligations, conditions, and duties, or 20 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the 21 Contractor) to pay all laborers, mechanics, subcontractors, lower tier 22 subcontractors, material person, or any other person who provides supplies or 23 provisions for carrying out the work; 24 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 25 project under titles 50, 51, and 82 RCW; and 26 5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign 27 the bond; and 28 6. Be signed by an officer of the Contractor empowered to sign official statements (sole 29 proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed 30 by the president or vice president, unless accompanied by written proof of the 31 authority of the individual signing the bond(s) to bind the corporation (i.e., corporate 32 resolution, power of attorney, or a letter to such effect signed by the president or vice 33 president). 34 35 1-03.7 Judicial Review 36 (November 30, 2018 APWA GSP) 37 38 Revise this section to read: 39 40 Any decision made by the Contracting Agency regarding the Award and execution of the 41 Contract or Bid rejection shall be conclusive subject to the scope of judicial review 42 permitted under Washington Law. Such review, if any, shall be timely filed in the Superior 43 Court of the county where the Contracting Agency headquarters is located, provided that 44 where an action is asserted against a county, RCW 36.01.050 shall control venue and 45 jurisdiction. 46 47 1-04 Scope of the Work 48 49 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 8 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, 1 Specifications, and Addenda 2 (March 13, 2012 APWA GSP) 3 4 Revise the second paragraph to read: 5 6 Any inconsistency in the parts of the contract shall be resolved by following this order of 7 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 8 1. Addenda, 9 2. Proposal Form, 10 3. Special Provisions, 11 4. Contract Plans, 12 5. Amendments to the Standard Specifications, 13 6. Standard Specifications, 14 7. Contracting Agency’s Standard Plans or Details (if any), and 15 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 16 17 1-04.3 Reference Information 18 Section 1-04.3 is supplemented with the following: 19 20 (******) 21 Electronic Information 22 Electronic Information, consisting of survey and design information including but not limited 23 to cross sections, alignment data, plan view geometry, surface models, is not a part of the 24 bid or contract documents. 25 26 Electronic information is provided for the Contractor’s convenience. No guarantee or 27 warranty is made by the Contracting Agency that electronic information provided to the 28 Contactor: is compatible with any of the systems that are used by the Contractor; is 29 complete; is representative of actual conditions at the project site, matches the Contract 30 Documents, or; accurately reflects the quantities and character of the actual Work 31 required. 32 33 Any assumption the Contractor may make from this electronic information is at the 34 Contractor’s risk; none are intended by the Contracting Agency. The Contractor assumes 35 the sole risk of liability or loss if the Contractor does rely on this electronic information to 36 its detriment, delay, or loss. The Contractor assumes the risk of errors and omissions 37 resulting from data conversions, data manipulation, or other data creation used by the 38 Contractor, its subcontractors, suppliers, or any combination thereof. 39 40 The furnishing of electronic information shall not relieve the Contractor from any risks or 41 of any duty to make examinations and investigations as required by Section 1-02.4 or any 42 other responsibility under the Contract or as required by law. 43 44 1-04.4 Changes 45 Section 1-04.4 is supplemented with the following: 46 47 (******) 48 After the award and/or during construction, the agency has the option of deleting or adding to, 49 by change order, the number of slurry seal or chip seal sections. Work on deleted sections 50 will not have begun prior to the change order execution. The deleted slurry seal and chip seal 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 9 sections may be any of those listed in the attached project list provided in Appendix A. This 1 change consists of portions of the bid items found in the summary of quantities and on the 2 proposal form. The change of lump sum items will be pro-rated based upon the changed 3 quantities of the items with unit bid prices. The credit to the agency for such change orders 4 will be computed based upon the prices of the applicable bid items in the proposal. There will 5 be no provisions for payment of added or deleted profit, insurance, or other overhead items in 6 the addition or deletion of work. 7 8 1-04.6 Variation in Estimated Quantities 9 (May 25, 2006 APWA GSP; may not be used on FHWA-funded projects) 10 11 Supplement this section with the following: 12 13 The quantities for ***Latex Modified Slurry Seal Type 2 and 3/8-Inch Rock Chip Seal*** 14 have been entered into the Proposal only to provide a common proposal for bidders. 15 Actual quantities will be determined in the field as the work progresses, and will be paid at 16 the original bid price, regardless of final quantity. These bid items shall not be subject to 17 the provisions of 1-04.6 of the Standard Specifications. 18 19 (******) 20 During construction it is unknown what the impact of variations in the sections of the individual 21 roadways will be. Therefore, after the award and/or during construction, the agency has the 22 option of deleting or adding to, by change order, the number of slurry or chip seal sections. 23 Work on deleted sections will not have begun prior to the change order. The deleted slurry or 24 chip seal sections may be any of those listed in the attached project list provided in Appendix 25 A. This change consists of portions of the bid items found in the summary of quantities and 26 on the proposal form. The change of lump sum items will be pro-rated based upon the 27 changed quantities of the items with unit bid prices. The credit to the agency for such change 28 orders will be computed based upon the unit prices of the applicable bid items in the proposal. 29 30 1-04.11 Final Cleanup 31 The list in the first paragraph of Section 1-04.11 is supplemented with the following: 32 33 (******) 34 3. Remove debris from inlets, catch basins, manholes, and pipes. 35 4. Clean site; sweep paved areas, rake clean landscaped surfaces; and 36 5. Remove construction facilities from the site. 37 38 1-05 Control of Work 39 40 1-05.7 Removal of Defective and Unauthorized Work 41 (October 1, 2005 APWA GSP) 42 43 Supplement this section with the following: 44 45 If the Contractor fails to remedy defective or unauthorized work within the time specified 46 in a written notice from the Engineer, or fails to perform any part of the work required by 47 the Contract Documents, the Engineer may correct and remedy such work as may be 48 identified in the written notice, with Contracting Agency forces or by such other means as 49 the Contracting Agency may deem necessary. 50 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 10 If the Contractor fails to comply with a written order to remedy what the Engineer 1 determines to be an emergency situation, the Engineer may have the defective and 2 unauthorized work corrected immediately, have the rejected work removed and replaced, 3 or have work the Contractor refuses to perform completed by using Contracting Agency 4 or other forces. An emergency situation is any situation when, in the opinion of the 5 Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk 6 of loss or damage to the public. 7 8 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and 9 remedying defective or unauthorized work, or work the Contractor failed or refused to 10 perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from 11 monies due, or to become due, the Contractor. Such direct and indirect costs shall 12 include in particular, but without limitation, compensation for additional professional 13 services required, and costs for repair and replacement of work of others destroyed or 14 damaged by correction, removal, or replacement of the Contractor’s unauthorized work. 15 16 No adjustment in contract time or compensation will be allowed because of the delay in 17 the performance of the work attributable to the exercise of the Contracting Agency’s 18 rights provided by this Section. 19 20 The rights exercised under the provisions of this section shall not diminish the 21 Contracting Agency’s right to pursue any other avenue for additional remedy or damages 22 with respect to the Contractor’s failure to perform the work as required. 23 24 1-05.11 Final Inspection 25 26 Delete this section and replace it with the following: 27 28 1-05.11 Final Inspections and Operational Testing 29 (October 1, 2005 APWA GSP) 30 31 1-05.11(1) Substantial Completion Date 32 33 When the Contractor considers the work to be substantially complete, the Contractor 34 shall so notify the Engineer and request the Engineer establish the Substantial 35 Completion Date. The Contractor’s request shall list the specific items of work that 36 remain to be completed in order to reach physical completion. The Engineer will 37 schedule an inspection of the work with the Contractor to determine the status of 38 completion. The Engineer may also establish the Substantial Completion Date 39 unilaterally. 40 41 If, after this inspection, the Engineer concurs with the Contractor that the work is 42 substantially complete and ready for its intended use, the Engineer, by written notice to 43 the Contractor, will set the Substantial Completion Date. If, after this inspection the 44 Engineer does not consider the work substantially complete and ready for its intended 45 use, the Engineer will, by written notice, so notify the Contractor giving the reasons 46 therefor. 47 48 Upon receipt of written notice concurring in or denying substantial completion, whichever 49 is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized 50 interruption, the work necessary to reach Substantial and Physical Completion. The 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 11 Contractor shall provide the Engineer with a revised schedule indicating when the 1 Contractor expects to reach substantial and physical completion of the work. 2 3 The above process shall be repeated until the Engineer establishes the Substantial 4 Completion Date and the Contractor considers the work physically complete and ready for 5 final inspection. 6 7 1-05.11(2) Final Inspection and Physical Completion Date 8 9 When the Contractor considers the work physically complete and ready for final 10 inspection, the Contractor by written notice, shall request the Engineer to schedule a 11 final inspection. The Engineer will set a date for final inspection. The Engineer and the 12 Contractor will then make a final inspection and the Engineer will notify the Contractor in 13 writing of all particulars in which the final inspection reveals the work incomplete or 14 unacceptable. The Contractor shall immediately take such corrective measures as are 15 necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, 16 diligently, and without interruption until physical completion of the listed deficiencies. This 17 process will continue until the Engineer is satisfied the listed deficiencies have been 18 corrected. 19 20 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the 21 written notice listing the deficiencies, the Engineer may, upon written notice to the 22 Contractor, take whatever steps are necessary to correct those deficiencies pursuant to 23 Section 1-05.7. 24 The Contractor will not be allowed an extension of contract time because of a delay in 25 the performance of the work attributable to the exercise of the Engineer’s right 26 hereunder. 27 28 Upon correction of all deficiencies, the Engineer will notify the Contractor and the 29 Contracting Agency, in writing, of the date upon which the work was considered physically 30 complete. That date shall constitute the Physical Completion Date of the contract, but shall 31 not imply acceptance of the work or that all the obligations of the Contractor under the 32 contract have been fulfilled. 33 34 1-05.11(3) Operational Testing 35 36 It is the intent of the Contracting Agency to have at the Physical Completion Date a 37 complete and operable system. Therefore when the work involves the installation of 38 machinery or other mechanical equipment; street lighting, electrical distribution or signal 39 systems; irrigation systems; buildings; or other similar work it may be desirable for the 40 Engineer to have the Contractor operate and test the work for a period of time after final 41 inspection but prior to the physical completion date. Whenever items of work are listed in 42 the Contract Provisions for operational testing they shall be fully tested under operating 43 conditions for the time period specified to ensure their acceptability prior to the Physical 44 Completion Date. During and following the test period, the Contractor shall correct any 45 items of workmanship, materials, or equipment which prove faulty, or that are not in first 46 class operating condition. Equipment, electrical controls, meters, or other devices and 47 equipment to be tested during this period shall be tested under the observation of the 48 Engineer, so that the Engineer may determine their suitability for the purpose for which 49 they were installed. The Physical Completion Date cannot be established until testing 50 and corrections have been completed to the satisfaction of the Engineer. 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 12 The costs for power, gas, labor, material, supplies, and everything else needed to 1 successfully complete operational testing, shall be included in the unit contract prices 2 related to the system being tested, unless specifically set forth otherwise in the proposal. 3 4 Operational and test periods, when required by the Engineer, shall not affect a 5 manufacturer’s guaranties or warranties furnished under the terms of the contract. 6 7 Add the following new section: 8 9 1-05.12(1) One-Year Guarantee Period 10 (March 8, 2013 APWA GSP) 11 12 The Contractor shall return to the project and repair or replace all defects in 13 workmanship and material discovered within one year after Final Acceptance of the 14 Work. The Contractor shall start work to remedy any such defects within 7 calendar 15 days of receiving Contracting Agency’s written notice of a defect, and shall complete 16 such work within the time stated in the Contracting Agency’s notice. In case of an 17 emergency, where damage may result from delay or where loss of services may 18 result, such corrections may be made by the Contracting Agency’s own forces or 19 another contractor, in which case the cost of corrections shall be paid by the 20 Contractor. In the event the Contractor does not accomplish corrections within the 21 time specified, the work will be otherwise accomplished and the cost of same shall 22 be paid by the Contractor. 23 24 When corrections of defects are made, the Contractor shall then be responsible for 25 correcting all defects in workmanship and materials in the corrected work for one 26 year after acceptance of the corrections by Contracting Agency. 27 28 This guarantee is supplemental to and does not limit or affect the requirements that 29 the Contractor’s work comply with the requirements of the Contract or any other 30 legal rights or remedies of the Contracting Agency. 31 32 1-05.13 Superintendents, Labor and Equipment of Contractor 33 (August 14, 2013 APWA GSP) 34 35 Delete the sixth and seventh paragraphs of this section. 36 37 1-05.14 Cooperation With Other Contractors 38 39 Section 1-05.14 is supplemented with the following: 40 41 (March 13, 1995) 42 Other Contracts Or Other Work 43 It is anticipated that the following work adjacent to or within the limits of this project will 44 be performed by others during the course of this project and will require coordination of 45 the work: 46 47 *** 48 City of Bremerton - Kitsap Lake Elementary Safe Routes to School Project 49 City of Bremerton – Ostrich Creek Stormwater Retrofit Project 50 City of Bremerton – Kitsap Lake Outfall Replacement 51 City of Bremerton – Fish Passage at Kitsap Way 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 13 *** 1 2 1-05.15 Method of Serving Notices 3 (March 25, 2009 APWA GSP) 4 Revise the second paragraph to read: 5 6 All correspondence from the Contractor shall be directed to the Project Engineer. All 7 correspondence from the Contractor constituting any notification, notice of protest, notice 8 of dispute, or other correspondence constituting notification required to be furnished 9 under the Contract, must be in paper format, hand delivered or sent via mail delivery 10 service to the Project Engineer's office. Electronic copies such as e-mails or 11 electronically delivered copies of correspondence will not constitute such notice and will 12 not comply with the requirements of the Contract. 13 14 Add the following new section: 15 16 1-05.16 Water and Power 17 (October 1, 2005 APWA GSP) 18 19 The Contractor shall make necessary arrangements, and shall bear the costs for power 20 and water necessary for the performance of the work, unless the contract includes power 21 and water as a pay item. 22 23 1-06 Control of Material 24 25 1-06.1 Approval of Material Prior to Use 26 The first paragraph of Section 1-06.1 is revised to read: 27 28 (******) 29 Prior to use, the Contractor shall notify the Engineer of all proposed materials. The 30 Contractor shall use the Request for Material Approval (RAM) form to identify the source 31 of all materials proposed to be used on the project regardless if the material is listed in the 32 Aggregate Source Approval (ASA) Database or Qualified Product List (QPL). 33 34 The list in the second paragraph of Section 1-06.1 is supplemented with the following: 35 36 (******) 37 5. Materials shall be verifiable by shipping invoice, certification, load tickets, or other 38 means acceptable to the Engineer. 39 40 Section 1-06.1 is supplemented with the following: 41 42 (******) 43 The Contractor shall submit test results to the Engineer for review and approval for all 44 aggregate sources showing that the material meets Contract requirements. 45 46 If a material fails to meet specifications, and a re-test is performed on material from the 47 same source by a private laboratory or agency other than City of Bremerton, the re-testing 48 shall be at the Contractor’s expense. 49 50 1-06.2(2) Statistical Evaluation of Materials for Acceptance 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 14 (******) 1 Section 1-06.2(2) content and title is deleted and replaced with the following: 2 3 1-06.2(2)A Vacant 4 5 1-07 Legal Relations and Responsibilities to the Public 6 7 1-07.1 Laws to be Observed 8 (October 1, 2005 APWA GSP) 9 10 Supplement this section with the following: 11 12 In cases of conflict between different safety regulations, the more stringent regulation 13 shall apply. 14 15 The Washington State Department of Labor and Industries shall be the sole and 16 paramount administrative agency responsible for the administration of the provisions of 17 the Washington Industrial Safety and Health Act of 1973 (WISHA). 18 19 The Contractor shall maintain at the project site office, or other well known place at the 20 project site, all articles necessary for providing first aid to the injured. The Contractor 21 shall establish, publish, and make known to all employees, procedures for ensuring 22 immediate removal to a hospital, or doctor’s care, persons, including employees, who 23 may have been injured on the project site. Employees should not be permitted to work 24 on the project site before the Contractor has established and made known procedures 25 for removal of injured persons to a hospital or a doctor’s care. 26 27 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of 28 the Contractor’s plant, appliances, and methods, and for any damage or injury resulting 29 from their failure, or improper maintenance, use, or operation. The Contractor shall be 30 solely and completely responsible for the conditions of the project site, including safety 31 for all persons and property in the performance of the work. This requirement shall apply 32 continuously, and not be limited to normal working hours. The required or implied duty of 33 the Engineer to conduct construction review of the Contractor’s performance does not, 34 and shall not, be intended to include review and adequacy of the Contractor’s safety 35 measures in, on, or near the project site. 36 37 1-07.2 State Taxes 38 39 Delete this section, including its sub-sections, in its entirety and replace it with the following: 40 41 1-07.2 State Sales Tax 42 (June 27, 2011 APWA GSP) 43 44 The Washington State Department of Revenue has issued special rules on the State 45 sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The 46 Contractor should contact the Washington State Department of Revenue for answers to 47 questions in this area. The Contracting Agency will not adjust its payment if the 48 Contractor bases a bid on a misunderstood tax liability. 49 50 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 15 The Contractor shall include all Contractor-paid taxes in the unit bid prices or other 1 contract amounts. In some cases, however, state retail sales tax will not be included. 2 Section 1-07.2(2) describes this exception. 3 4 The Contracting Agency will pay the retained percentage (or release the Contract Bond if 5 a FHWA-funded Project) only if the Contractor has obtained from the Washington State 6 Department of Revenue a certificate showing that all contract-related taxes have been 7 paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the 8 Contractor any amount the Contractor may owe the Washington State Department of 9 Revenue, whether the amount owed relates to this contract or not. Any amount so 10 deducted will be paid into the proper State fund. 11 12 1-07.2(1) State Sales Tax — Rule 171 13 14 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, 15 roads, etc., which are owned by a municipal corporation, or political subdivision of the 16 state, or by the United States, and which are used primarily for foot or vehicular traffic. 17 This includes storm or combined sewer systems within and included as a part of the 18 street or road drainage system and power lines when such are part of the roadway 19 lighting system. For work performed in such cases, the Contractor shall include 20 Washington State Retail Sales Taxes in the various unit bid item prices, or other contract 21 amounts, including those that the Contractor pays on the purchase of the materials, 22 equipment, or supplies used or consumed in doing the work. 23 24 1-07.2(2) State Sales Tax — Rule 170 25 26 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or 27 existing buildings, or other structures, upon real property. This includes, but is not 28 limited to, the construction of streets, roads, highways, etc., owned by the state of 29 Washington; water mains and their appurtenances; sanitary sewers and sewage 30 disposal systems unless such sewers and disposal systems are within, and a part of, a 31 street or road drainage system; telephone, telegraph, electrical power distribution lines, 32 or other conduits or lines in or above streets or roads, unless such power lines become a 33 part of a street or road lighting system; and installing or attaching of any article of 34 tangible personal property in or to real property, whether or not such personal property 35 becomes a part of the realty by virtue of installation. 36 37 For work performed in such cases, the Contractor shall collect from the Contracting 38 Agency, retail sales tax on the full contract price. The Contracting Agency will 39 automatically add this sales tax to each payment to the Contractor. For this reason, the 40 Contractor shall not include the retail sales tax in the unit bid item prices, or in any other 41 contract amount subject to Rule 170, with the following exception. 42 43 Exception: The Contracting Agency will not add in sales tax for a payment the Contractor 44 or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or 45 consumable supplies not integrated into the project. Such sales taxes shall be included 46 in the unit bid item prices or in any other contract amount. 47 48 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 16 1-07.2(3) Services 1 2 The Contractor shall not collect retail sales tax from the Contracting Agency on any 3 contract wholly for professional or other services (as defined in Washington State 4 Department of Revenue Rules 138 and 244). 5 6 1-07.6 Permits and Licenses 7 8 Section 1-07.6 is supplemented with the following: 9 10 (******) 11 No state, federal or local permits are required or have been issued for this project as shown 12 in the Plans. The Contractor shall not conduct activities that trigger local, state or federal 13 permits throughout the duration of the construction work. If the Contractor’s activities 14 trigger the need for permits, the Contractor shall obtain said permits as necessary. All 15 costs to obtain and comply with additional permits shall be included in the applicable bid 16 items for the work involved. Copies of these permits are required to be onsite at all times. 17 18 (******) 19 1-07.6(1) Disposal of Materials 20 When property outside of the project limits is used for the disposal of materials, whether 21 permanently or temporarily, the Contractor shall furnish the Engineer written agreements 22 between the property owner and the Contractor, and the City of Bremerton, for the disposal 23 of the material. 24 25 The Contractor shall be responsible for acquiring and paying for all permits required for 26 the disposal of the material. 27 28 All agreements shall be submitted and approved by the Engineer before any material is 29 placed on private or public property outside of the project limits. 30 31 1-07.15 Temporary Water Pollution Prevention 32 1-07.15(1) Spill Prevention, Control and Countermeasures Plan 33 Section 1-07.15(1) I supplemented with the following: 34 35 (******) 36 All costs for the SPCC plan shall be incidental to and included in the associated 37 bid prices for the contract. 38 39 1-07.17 Utilities and Similar Facilities 40 41 Section 1-07.17 is supplemented with the following: 42 43 (April 2, 2007) 44 Locations and dimensions shown in the Plans for existing facilities are in accordance with 45 available information obtained without uncovering, measuring, or other verification. 46 47 The following addresses and telephone numbers of utility companies known or suspected 48 of having facilities within the project limits are supplied for the Contractor's convenience: 49 50 Storm Drainage City of Bremerton Water/Sanitary City of Bremerton DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 17 Contact: Gunnar Fridriksson, P.E. 345 6th Street Ste. 100 Bremerton, WA 98337 (360) 473-5758 gunnar.fridriksson@ci.bremerton.wa.us Contact: William Davis, P.E. 345 6th Street Ste. 100 Bremerton, WA 98337 (360) 473-2312 william.davis@ci.bremerton.wa.us Gas Cascade Natural Gas Co. Contact: Shawn O’Neill 6313 Kitsap Way Bremerton, WA 98310 (360) 328-6845 shawn.oneill@cngc.com Telephone CenturyLink Contact: Mel Holland 611 6th Street Bremerton, WA 98337 (360) 271-7654 mel.holland@centurylink.com Power Puget Sound Energy Contact: Errol Burgos 6522 Kitsap Way Bremerton, WA 98312 (425) 324-5341 errol.burgos@pse.com Cable Comcast Contact: Jim LeCompte 1225 Sylvan Way Bremerton, WA 98310 (253) 896-5688 jim_lecompte@cable.comcast.com Fiber Optic Cable Convergence Technologies Contact: John Stockwell 900 Sheridan Road Bremerton, WA 98310 (360) 405-1231 john@nw-commnet.com Fiber Optic Cable Kitsap Co. PUD Contact: Matt Hensen 1431 Finn Hill Road Poulsbo, WA 98370 (360) 626-7705 matt@kpud.org 1 2 (******) 3 The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to 4 underground utilities. Any cost to the Contractor incurred as a result of complying this law 5 shall be at the Contractor’s expense. No ground disturbing activities shall begin until all 6 known facilities in the vicinity of the excavation area have been located and marked. 7 8 The Contractor shall be responsible for any breakage of utilities or services, known or 9 unknown, resulting from his operations and shall hold the Contracting Agency and its 10 agents harmless from any claims resulting from disruption of, or damage to, same. 11 12 No payment will be made for locating any existing utilities, including sufficient potholing as 13 necessary, and for protection of existing utilities. Any cost and expense incurred in 14 protecting these utilities shall be included in the various unit prices bid under this Contract. 15 16 If any damage is done to an existing utility, the Contractor shall notify, that same day, the 17 Engineer and the utility company involved. 18 19 The Contractor shall maintain all utility poles in their current state as construction 20 operations take place adjacent to poles. Any damages occurring to the poles or attached 21 utilities shall be repaired by the Contractor at his/her expense. 22 23 The Contractor shall be responsible for verification or determining the exact locations of 24 the existing utilities from the utility companies, including independent checks on the 25 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 18 ground. The Contractor shall not be relieved from all liability for damages resulting from 1 the Contractor’s own operations unless otherwise provided in the Contract Documents. 2 3 It is the Contractor’s responsibility to make independent checks on the ground 4 5 The Underground Utility Locate Service’s one call center may be reached at 811. The 6 utility locate service shall be contacted at least 72 hours prior to construction. The 7 Contractor shall also check individually with those utilities not participating in the utility 8 locating service. 9 10 1-07.18 Public Liability and Property Damage Insurance 11 12 Delete this section in its entirety, and replace it with the following: 13 14 1-07.18 Insurance 15 (January 4, 2016 APWA GSP) 16 17 1-07.18(1) General Requirements 18 A. The Contractor shall procure and maintain the insurance described in all subsections of 19 section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best 20 rating of not less than A-: VII and licensed to do business in the State of Washington. 21 The Contracting Agency reserves the right to approve or reject the insurance provided, 22 based on the insurer’s financial condition. 23 24 B. The Contractor shall keep this insurance in force without interruption from the 25 commencement of the Contractor’s Work through the term of the Contract and for thirty 26 (30) days after the Physical Completion date, unless otherwise indicated below. 27 28 C. If any insurance policy is written on a claims made form, its retroactive date, and that of 29 all subsequent renewals, shall be no later than the effective date of this Contract. The 30 policy shall state that coverage is claims made, and state the retroactive date. Claims-31 made form coverage shall be maintained by the Contractor for a minimum of 36 months 32 following the Completion Date or earlier termination of this Contract, and the Contractor 33 shall annually provide the Contracting Agency with proof of renewal. If renewal of the 34 claims made form of coverage becomes unavailable, or economically prohibitive, the 35 Contractor shall purchase an extended reporting period (“tail”) or execute another form of 36 guarantee acceptable to the Contracting Agency to assure financial responsibility for 37 liability for services performed. 38 39 D. The Contractor’s Automobile Liability, Commercial General Liability and Excess or 40 Umbrella Liability insurance policies shall be primary and non-contributory insurance as 41 respects the Contracting Agency’s insurance, self-insurance, or self-insured pool 42 coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the 43 Contracting Agency shall be excess of the Contractor’s insurance and shall not contribute 44 with it. 45 46 E. The Contractor shall provide the Contracting Agency and all additional insureds with 47 written notice of any policy cancellation, within two business days of their receipt of such 48 notice. 49 50 F. The Contractor shall not begin work under the Contract until the required insurance has 51 been obtained and approved by the Contracting Agency 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 19 1 G. Failure on the part of the Contractor to maintain the insurance as required shall 2 constitute a material breach of contract, upon which the Contracting Agency may, after 3 giving five business days’ notice to the Contractor to correct the breach, immediately 4 terminate the Contract or, at its discretion, procure or renew such insurance and pay any 5 and all premiums in connection therewith, with any sums so expended to be repaid to the 6 Contracting Agency on demand, or at the sole discretion of the Contracting Agency, 7 offset against funds due the Contractor from the Contracting Agency. 8 9 H. All costs for insurance shall be incidental to and included in the unit or lump sum prices 10 of the Contract and no additional payment will be made. 11 12 1-07.18(2) Additional Insured 13 All insurance policies, with the exception of Workers Compensation, and of Professional 14 Liability and Builder’s Risk (if required by this Contract) shall name the following listed 15 entities as additional insured(s) using the forms or endorsements required herein: 16 17  the Contracting Agency and its officers, elected officials, employees, agents, and 18 volunteers 19 20 The above-listed entities shall be additional insured(s) for the full available limits of liability 21 maintained by the Contractor, irrespective of whether such limits maintained by the 22 Contractor are greater than those required by this Contract, and irrespective of whether the 23 Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits 24 lower than those maintained by the Contractor. 25 26 For Commercial General Liability insurance coverage, the required additional insured 27 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing 28 operations and CG 20 37 10 01 for completed operations. 29 30 1-07.18(3) Subcontractors 31 The Contractor shall cause each Subcontractor of every tier to provide insurance coverage 32 that complies with all applicable requirements of the Contractor-provided insurance as set 33 forth herein, except the Contractor shall have sole responsibility for determining the limits of 34 coverage required to be obtained by Subcontractors. 35 36 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 37 1-07.18(2) as additional insureds, and provide proof of such on the policies as required by 38 that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 39 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 40 41 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 42 Agency evidence of insurance and copies of the additional insured endorsements of each 43 Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage. 44 45 1-07.18(4) Verification of Coverage 46 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 47 endorsements for each policy of insurance meeting the requirements set forth herein when 48 the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to 49 demand such verification of coverage with these insurance requirements or failure of 50 Contracting Agency to identify a deficiency from the insurance documentation provided shall 51 not be construed as a waiver of Contractor’s obligation to maintain such insurance. 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 20 1 Verification of coverage shall include: 2 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 3 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 4 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may 5 submit a copy of any blanket additional insured clause from its policies instead of a 6 separate endorsement. 7 3. Any other amendatory endorsements to show the coverage required herein. 8 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy 9 these requirements – actual endorsements must be submitted. 10 11 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 12 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is 13 required on this Project, a full and certified copy of that policy is required when the 14 Contractor delivers the signed Contract for the work. 15 16 1-07.18(5) Coverages and Limits 17 The insurance shall provide the minimum coverages and limits set forth below. Contractor’s 18 maintenance of insurance, its scope of coverage, and limits as required herein shall not be 19 construed to limit the liability of the Contractor to the coverage provided by such insurance, 20 or otherwise limit the Contracting Agency’s recourse to any remedy available at law or in 21 equity. 22 23 All deductibles and self-insured retentions must be disclosed and are subject to approval by 24 the Contracting Agency. The cost of any claim payments falling within the deductible or self-25 insured retention shall be the responsibility of the Contractor. In the event an additional 26 insured incurs a liability subject to any policy’s deductibles or self-insured retention, said 27 deductibles or self-insured retention shall be the responsibility of the Contractor. 28 29 1-07.18(5)A Commercial General Liability 30 Commercial General Liability insurance shall be written on coverage forms at least as broad 31 as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, 32 operations, stop gap liability, independent contractors, products-completed operations, 33 personal and advertising injury, and liability assumed under an insured contract. There shall 34 be no exclusion for liability arising from explosion, collapse or underground property 35 damage. 36 37 The Commercial General Liability insurance shall be endorsed to provide a per project 38 general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 39 40 Contractor shall maintain Commercial General Liability Insurance arising out of the 41 Contractor’s completed operations for at least three years following Substantial Completion 42 of the Work. 43 44 Such policy must provide the following minimum limits: 45 $1,000,000 Each Occurrence 46 $2,000,000 General Aggregate 47 $2,000,000 Products & Completed Operations Aggregate 48 $1,000,000 Personal & Advertising Injury each offence 49 $1,000,000 Stop Gap / Employers’ Liability each accident 50 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 21 1 1-07.18(5)B Automobile Liability 2 Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be 3 written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the 4 transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 5 endorsements. 6 7 Such policy must provide the following minimum limit: 8 $1,000,000 Combined single limit each accident 9 10 1-07.18(5)C Workers’ Compensation 11 The Contractor shall comply with Workers’ Compensation coverage as required by the 12 Industrial Insurance laws of the State of Washington. 13 14 1-07.23 Public Convenience and Safety 15 16 1-07.23(1) Construction Under Traffic 17 18 Section 1-07.23(1) is supplemented with the following: 19 20 (******) 21 Kitsap Transit Director of Operations, Ellen Gustafson, shall be notified 48 hours in 22 advance when construction might cause a delay or block access to a bus stop or pull out; 23 (360) 478-5491. 24 25 Contractor shall schedule work to not conflict with refuse and recycling pickup days. 26 • Waste Management (800) 592-9995. 27 28 (February 3, 2020) 29 Work Zone Clear Zone 30 The Work Zone Clear Zone (WZCZ) applies during working and nonworking 31 hours. The WZCZ applies only to temporary roadside objects introduced by the 32 Contractor’s operations and does not apply to preexisting conditions or 33 permanent Work. Those work operations that are actively in progress shall be in 34 accordance with adopted and approved Traffic Control Plans, and other contract 35 requirements. 36 37 During nonworking hours equipment or materials shall not be within the WZCZ 38 unless they are protected by permanent guardrail or temporary concrete barrier. 39 The use of temporary concrete barrier shall be permitted only if the Engineer 40 approves the installation and location. 41 42 During actual hours of work, unless protected as described above, only 43 materials absolutely necessary to construction shall be within the WZCZ and 44 only construction vehicles absolutely necessary to construction shall be allowed 45 within the WZCZ or allowed to stop or park on the shoulder of the roadway. 46 47 The Contractor's nonessential vehicles and employees private vehicles shall not 48 be permitted to park within the WZCZ at any time unless protected as described 49 above. 50 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 22 Deviation from the above requirements shall not occur unless the Contractor 1 has requested the deviation in writing and the Engineer has provided written 2 approval. 3 4 Minimum WZCZ distances are measured from the edge of traveled way and will 5 be determined as follows: 6 7 Regulatory Posted Speed Distance From Traveled Way (Feet) 35 mph or less 10 40 mph 15 45 to 50 mph 20 55 to 60 mph 30 65 mph or greater 35 8 Minimum Work Zone Clear Zone Distance 9 10 (January 5, 2015) 11 Lane closures are subject to the following restrictions: 12 13 *** Lane restrictions shall be held to a minimum time and length needed for each 14 operation. If the Engineer determines that the lane restrictions are causing congestion, 15 the Contractor will be required to open all lanes to traffic until congestion is eliminated. 16 Full roadway closures for chip seal and slurry seal application activities are allowed 17 only during the following hours: 18 Residential Areas: 19 Mon ........... 9:00 am to Mon ........... 3:30 pm Tues .......... 9:00 am to Tues .......... 3:30 pm Wed ........... 9:00 am to Wed ........... 3:30 pm Thurs ......... 9:00 am to Thurs ......... 3:30 pm Fri .............. 9:00 am to Fri .............. 3:30 pm Auto Center Blvd. and Auto Center Way: 20 Mon ........... 7:00 pm to Tues .......... 5:00 am Tues .......... 7:00 pm to Wed ........... 5:00 am Wed ........... 7:00 pm to Thurs ......... 5:00 am Thurs ......... 7:00 pm to Fri .............. 5:00 am Fri .............. 7:00 pm to Sat ............. 5:00 am 21 If the Engineer determines the permitted closure hours adversely affect traffic, the 22 Engineer may adjust the hours accordingly. The Engineer will notify the Contractor 23 in writing of any change in the closure hours. 24 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 23 1 Lane closures are not allowed on any of the following: 2 3 1. A holiday, 4 5 2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or 6 Monday are considered a holiday weekend. A holiday weekend includes 7 Saturday, Sunday, and the holiday. 8 9 3. After *** 12:01 am *** on the day prior to a holiday or holiday weekend, and 10 11 4. Before *** 12:01 am *** on the day after the holiday or holiday weekend. 12 13 (******) 14 Temporary Parking Restriction Notification 15 Where the Engineer determines that parking is a hazard to through traffic, or to the 16 construction work, parking may be restricted either entirely or during the time when it 17 creates a hazard. 18 19 Parking signs shall be placed at least 72 hours in advance of parking removal, with the 20 start date of the “no parking” clearly shown. The area to be restricted shall be clearly 21 marked with Type 1 barricades carrying signs that give the specific period (dates and 22 times) that the area is to be free of vehicles. Signs shall be large enough to be easily read 23 from a distance of 50 feet and shall advise where impounded vehicles will be stored or 24 indicate a 24-hour telephone number for obtaining that information. 25 26 The Contractor shall be responsible for placement and maintenance of the signs. 27 Placement of the signs will be as approved by the Engineer. The Contractor shall notify 28 the Engineer by telephone or otherwise when the signs are placed. No towing of vehicles 29 shall occur unless the signs are placed at least 72 hours prior to the beginning of the 30 restricted parking. 31 32 All signs must be approved by the Engineer prior to placement and shall generally include 33 the following: 34 35 WARNING! TOW AWAY ZONE 36 NO PARKING 37 FROM: DATE AND TIME 38 TO: DATE AND TIME 39 FOR CONSTRUCTION WORK 40 ALL VEHICLES REMAINING WILL BE TOWED 41 (IMPOUND INFORMATION) 42 43 (******) 44 Temporary Road Closures 45 Lane closures are prohibited at all times except as provided in these Special Provisions. 46 47 The Engineer or designated authority will require notice of proposed road closures not 48 later than Wednesday of the week before to declare those sections of road a Construction 49 Zone and temporarily close said roads for up to twelve (12) hours. 50 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 24 Nighttime work must be approved by the City. The contractor shall submit a written request 1 a minimum of 3 weeks in advance of the night work. 2 3 (******) 4 Notifications 5 Notifications shall be given to all affected agencies and services, including but not limited 6 to the U.S. Postal Service, garbage services, recycling services, Bremerton School 7 District, and Kitsap Transit (for work affecting their operations). 8 9 Notification shall be given to fronting properties twice: seven calendar days before the work 10 is scheduled, and then (a second time) twenty-four hours to forty-eight hours prior to 11 beginning work on a given street. 12 13 The agencies will furnish notification door hangers to the Contractor. The Contractor shall 14 properly date stamp the door hangers, and distribute them as outlined above. The twenty-15 four hour notifications shall include maps showing the affected streets. The City will 16 provide PDF’s of area maps for this use. The Contractor shall edit the PDF’s to show the 17 proposed sequence of work within each area. 18 19 If the work schedule changes, the Contractor shall provide written notice to the fronting 20 properties that normal use of the street is allowed until further notice. 21 22 The Contractor will be required to provide ingress and egress to driveways and side streets 23 at all times, except for short-term closures as required by the work. 24 25 Traffic cones shall be placed in driveways that access a street receiving a slurry seal 26 treatment. One traffic cone shall be placed in each driveway the same day of the work 27 prior to work beginning and shall be removed when the street is opened to traffic. 28 29 The Contractor shall not deviate from the above requirements unless he has requested 30 the deviation in writing and the Engineer has provided written approval. 31 32 The Engineer shall approve all flyers before distribution. No new work will begin, nor will 33 new sections be available to the Contractor, until the notification period has elapsed. 34 35 (******) 36 In the event nighttime work is approved, the Contractor shall provide written notification to 37 local residences living near and businesses in the work zone. The Contractor shall 38 distribute by mail or hand deliver an approved noise flyer or notice to each resident within 39 500 feet of the nighttime work zone. The written notification shall meet the City’s notice 40 template and contain the following information: project title, location, description of the 41 project, description of the items of work to be performed at night by the Contractor, start 42 date, duration, expected noises, noise sources, a list of noise mitigation measures to be 43 implemented, and contact information for questions or complaints. No noise flyers or 44 notices shall be distributed without prior City approval. 45 46 At least one lane of traffic in each direction shall remain open at all times during the work. 47 48 1-08 PROSECUTION AND PROGRESS 49 50 Add the following new section: 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 25 1-08.0 Preliminary Matters 1 (May 25, 2006 APWA GSP) 2 3 Add the following new section: 4 5 1-08.0(1) Preconstruction Conference 6 (October 10, 2008 APWA GSP) 7 8 Prior to the Contractor beginning the work, a preconstruction conference will be held 9 between the Contractor, the Engineer and such other interested parties as may be 10 invited. The purpose of the preconstruction conference will be: 11 1. To review the initial progress schedule; 12 2. To establish a working understanding among the various parties associated or 13 affected by the work; 14 3. To establish and review procedures for progress payment, notifications, approvals, 15 submittals, etc.; 16 4. To establish normal working hours for the work; 17 5. To review safety standards and traffic control; and 18 6. To discuss such other related items as may be pertinent to the work. 19 20 The Contractor shall prepare and submit at the preconstruction conference the following: 21 1. A breakdown of all lump sum items; 22 2. A preliminary schedule of working drawing submittals; and 23 3. A list of material sources for approval if applicable. 24 25 Add the following new section: 26 27 1-08.0(2) Hours of Work 28 (December 8, 2014 APWA GSP) 29 30 Except in the case of emergency or unless otherwise approved by the Engineer, the 31 normal working hours for the Contract shall be any consecutive 8-hour period between 32 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the 33 Contractor desires different than the normal working hours stated above, the request 34 must be submitted in writing prior to the preconstruction conference, subject to the 35 provisions below. The working hours for the Contract shall be established at or prior to 36 the preconstruction conference. 37 38 All working hours and days are also subject to local permit and ordinance conditions (such 39 as noise ordinances). 40 41 If the Contractor wishes to deviate from the established working hours, the Contractor 42 shall submit a written request to the Engineer for consideration. This request shall state 43 what hours are being requested, and why. Requests shall be submitted for review no 44 later than ***5 days*** prior to the day(s) the Contractor is requesting to change the 45 hours. 46 47 If the Contracting Agency approves such a deviation, such approval may be subject to 48 certain other conditions, which will be detailed in writing. For example: 49 1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting 50 Agency for the costs in excess of straight-time costs for Contracting Agency 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 26 representatives who worked during such times. (The Engineer may require 1 designated representatives to be present during the work. Representatives who 2 may be deemed necessary by the Engineer include, but are not limited to: survey 3 crews; personnel from the Contracting Agency’s material testing lab; inspectors; 4 and other Contracting Agency employees or third party consultants when, in the 5 opinion of the Engineer, such work necessitates their presence.) 6 2. Considering the work performed on Saturdays, Sundays, and holidays as working 7 days with regard to the contract time. 8 3. Considering multiple work shifts as multiple working days with respect to contract 9 time even though the multiple shifts occur in a single 24-hour period. 10 4. If a 4-10 work schedule is requested and approved the non working day for the 11 week will be charged as a working day. 12 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and 13 recorded properly on certified payroll 14 15 1-08.1 Subcontracting 16 (May 30, 2019 APWA GSP, Option B) 17 18 Delete the ninth paragraph, beginning with “On all projects, the Contractor shall certify…”. 19 20 1-08.3(2)A Type A Progress Schedule 21 (March 13, 2012 APWA GSP) 22 23 Revise this section to read: 24 25 The Contractor shall submit ***3*** copies of a Type A Progress Schedule no later than at 26 the preconstruction conference, or some other mutually agreed upon submittal time. The 27 schedule may be a critical path method (CPM) schedule, bar chart, or other standard 28 schedule format. Regardless of which format used, the schedule shall identify the critical 29 path. The Engineer will evaluate the Type A Progress Schedule and approve or return the 30 schedule for corrections within 15 calendar days of receiving the submittal. 31 32 1-08.4 Prosecution of Work 33 34 Delete this section and replace it with the following: 35 36 1-08.4 Notice to Proceed and Prosecution of Work 37 (July 23, 2015 APWA GSP) 38 39 Notice to Proceed will be given after the contract has been executed and the contract 40 bond and evidence of insurance have been approved and filed by the Contracting 41 Agency. The Contractor shall not commence with the work until the Notice to Proceed 42 has been given by the Engineer. The Contractor shall commence construction activities 43 on the project site within ten days of the Notice to Proceed Date, unless otherwise 44 approved in writing. The Contractor shall diligently pursue the work to the physical 45 completion date within the time specified in the contract. Voluntary shutdown or slowing 46 of operations by the Contractor shall not relieve the Contractor of the responsibility to 47 complete the work within the time(s) specified in the contract. 48 49 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 27 When shown in the Plans, the first order of work shall be the installation of high visibility 1 fencing to delineate all areas for protection or restoration, as described in the Contract. 2 Installation of high visibility fencing adjacent to the roadway shall occur after the 3 placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). 4 Upon construction of the fencing, the Contractor shall request the Engineer to inspect the 5 fence. No other work shall be performed on the site until the Contracting Agency has 6 accepted the installation of high visibility fencing, as described in the Contract. 7 8 1-08.5 Time for Completion 9 The first four paragraphs of Section 1-08.5 are replaced with the following: 10 11 (******) 12 Work shall begin the following day after the Notice to Proceed is issued as stated in Section 13 1-08.4. 14 15 The Contracting Agency anticipates that the Contractor will continue to work during 16 adverse weather conditions. The Contractor shall schedule the work to minimize the 17 effects of adverse weather. The work site shall be protected from the effects of adverse 18 weather and other measures shall be taken so that the work can be completed within 60 19 working days. The cost of protecting the project site from the effects of adverse weather 20 or any other measures taken to expedite the work shall be included in the unit bid prices 21 for the work involved. 22 23 The sixth paragraph of Section 1-08.5 is revised to read: 24 25 (******) 26 The Engineer will give the Contractor written notice of the completion date of the contract 27 after all the Contractor’s obligations under the contract have been performed by the 28 Contractor. The following events must occur before the Completion Date can be 29 established: 30 1. The physical work on the project must be complete; and 31 2. The Contractor must furnish all documentation required by the contract and required 32 by law, to allow the Contracting Agency to process final acceptance of the contract. 33 The following documents must be received by the Project Engineer prior to establishing 34 a completion date: 35 a. Certified Payrolls (per Section 1-07.9(5) 36 b. Material Acceptance Certification Documents 37 c. Final Contract Voucher Certification 38 d. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor 39 and all Subcontractors 40 41 1-08.9 Liquidated Damages 42 (August 14, 2013 APWA GSP) 43 44 Revise the fourth paragraph to read: 45 46 When the Contract Work has progressed to Substantial Completion as defined in the 47 Contract, the Engineer may determine that the work is Substantially Complete. The 48 Engineer will notify the Contractor in writing of the Substantial Completion Date. For 49 overruns in Contract time occurring after the date so established, the formula for 50 liquidated damages shown above will not apply. For overruns in Contract time occurring 51 after the Substantial Completion Date, liquidated damages shall be assessed on the 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 28 basis of direct engineering and related costs assignable to the project until the actual 1 Physical Completion Date of all the Contract Work. The Contractor shall complete the 2 remaining Work as promptly as possible. Upon request by the Project Engineer, the 3 Contractor shall furnish a written schedule for completing the physical Work on the 4 Contract. 5 6 1-09 Measurement and Payment 7 8 1-09.6 Force Account 9 (October 10, 2008 APWA GSP) 10 11 Supplement this section with the following: 12 13 The Contracting Agency has estimated and included in the Proposal, dollar amounts for 14 all items to be paid per force account, only to provide a common proposal for Bidders. All 15 such dollar amounts are to become a part of Contractor's total bid. However, the 16 Contracting Agency does not warrant expressly or by implication, that the actual amount 17 of work will correspond with those estimates. Payment will be made on the basis of the 18 amount of work actually authorized by Engineer. 19 20 1-09.11(3) Time Limitation and Jurisdiction 21 (November 30, 2018 APWA GSP) 22 23 Revise this section to read: 24 25 For the convenience of the parties to the Contract it is mutually agreed by the parties that 26 any claims or causes of action which the Contractor has against the Contracting Agency 27 arising from the Contract shall be brought within 180 calendar days from the date of final 28 acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further 29 agreed that any such claims or causes of action shall be brought only in the Superior Court 30 of the county where the Contracting Agency headquarters is located, provided that where 31 an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 32 The parties understand and agree that the Contractor’s failure to bring suit within the time 33 period provided, shall be a complete bar to any such claims or causes of action. It is further 34 mutually agreed by the parties that when any claims or causes of action which the 35 Contractor asserts against the Contracting Agency arising from the Contract are filed with 36 the Contracting Agency or initiated in court, the Contractor shall permit the Contracting 37 Agency to have timely access to any records deemed necessary by the Contracting 38 Agency to assist in evaluating the claims or action. 39 40 1-09.13(3) Claims $250,000 or Less 41 (October 1, 2005 APWA GSP) 42 43 Delete this section and replace it with the following: 44 45 The Contractor and the Contracting Agency mutually agree that those claims that total 46 $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by 47 nonbinding ADR processes, shall be resolved through litigation unless the parties mutually 48 agree in writing to resolve the claim through binding arbitration. 49 50 1-10 Temporary Traffic Control 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 29 1-10.1 General 1 Section 1-10.1 is supplemented with the following: 2 3 (******) 4 See Section 1-07 for additional signage and notification requirements. 5 6 1-10.2 Traffic Control Management 7 8 Section 1-10.2(1) is supplemented with the following: 9 10 (January 3, 2017) 11 Only training with WSDOT TCS card and WSDOT training curriculum is recognized 12 in the State of Washington. The Traffic Control Supervisor shall be certified by one 13 of the following: 14 15 The Northwest Laborers-Employers Training Trust 16 27055 Ohio Ave. 17 Kingston, WA 98346 18 (360) 297-3035 19 20 Evergreen Safety Council 21 12545 135th Ave. NE 22 Kirkland, WA 98034-8709 23 1-800-521-0778 24 25 The American Traffic Safety Services Association 26 15 Riverside Parkway, Suite 100 27 Fredericksburg, Virginia 22406-1022 28 Training Dept. Toll Free (877) 642-4637 29 Phone: (540) 368-1701 30 31 1-10.2(1)B Traffic Control Supervisor 32 Section 1-10.2(1)B is supplemented with the following: 33 34 (******) 35 The TCS shall not operate slurry seal or chip seal machinery. 36 37 1-10.2(2) Traffic Control Plans 38 Section 1-10.2(2) is supplemented with the following: 39 40 (******) 41 The Contracting Agency has not provided traffic control plans for vehicular traffic control 42 for this project. The Contractor shall submit traffic control plans for vehicular traffic control 43 to the Engineer for review and approval. 44 45 The Contractor shall submit the plan to the Engineer for approval showing how traffic is to 46 be maintained during construction. Traffic control plans shall be site specific, to scale, 47 showing all project details and all details necessary to handle traffic through the 48 construction area. These shall include, but not be limited to traffic flow, beginning and 49 ending tapers, travel lanes and widths, effects on intersections, signs, flagger locations, 50 duration, location and type of all traffic control devices. 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 30 (******) 1 The Contractor shall be responsible for preparing and submitting Traffic Control Plans 2 (TCP’s) for approval by the Engineer for situations that arise due to Contractor’s specific 3 work plan and order of work. When the signing plan for a particular areas is provided as 4 detailed on one or more of the figures included in the “Manual on Uniform Traffic Control 5 Devices” (MUTCD) without modification, the Contractor may specify the location and 6 identity of the MUTCD figure to be followed, and need not redraw the plan. When this 7 procedure is used, the Contractor shall specify carriable distances such as minimum 8 length of taper. The spacing proposed for barricades and cones shall also be specified. 9 When the Contractor’s proposed signing requires modification of the MUTCD figures, or 10 development of a special plan, the Contractor shall provide a complete plan for approval. 11 12 1-10.3 Traffic Control Labor, Procedures and Devices 13 14 1-10.3(3) Traffic Control Devices 15 16 1-10.3(3)A Construction Signs 17 Section 1-10.3(3)A is supplemented with the following: 18 19 (******) 20 The Contractor shall provide required signs in the construction area, including, but not 21 limited to “Loose Rock” and/or “Loose Gravel” and “Motorcycles Use Extreme Caution” 22 signs. The signs shall remain in place until the end of the four day maintenance period for 23 chip seals or until excess aggregate is removed from the surface. The cost for these signs 24 shall be incidental to other items bid. 25 26 Division 5 27 Surface Treatments and Pavements 28 29 5-02 Bituminous Surface Treatment 30 31 5-02 Bituminous Surface Treatment – Slurry Seal 32 33 34 5-02.1 Description – Slurry Seal 35 Section 5-02.1 is supplemented with the following: 36 37 (******) 38 5-02.1(4) Slurry Seals 39 Work shall consist of applying Latex Modified Slurry Seal to sections as shown in the 40 Project List. Slurry seals shall be placed over existing pavements or over a chip seal to 41 form a cape seal. 42 43 5-02.2 Materials – Slurry Seal 44 Section 5-02.2 is supplemented with the following: 45 46 (******) 47 Slurry Seal 48 Asphalt: The asphalt emulsion for slurry seal shall be a Quick Setting type LM-CQS-1H 49 emulsified asphalt and shall conform for the following requirements: 50 51 Test on Emulsion Test Method Limits DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 31 Viscosity at 77 F, Saybolt-Furol, sec. AASHTO T 59 15-100 Sieve Test, % AASHTO T 59 < 0.10 Particle Charge, Electroplate AASHTO T 59 Positive Residue by Distillation, % AASHTO T 59 > 62 Softening point (ring and ball) degrees F AASHTO T 53/ASTM D36 > 130 1 Test on Residue Test Method Limits Penetration, 77° F (25° C), 100g, 5 sec AASHTO T 49/ASTM D5 40-80 Ductility at 77° F (25° C), 5 cm/min, cm AASHTO T 51/ASTM D113 > 25 2 Each load of emulsified asphalt shall be accompanied with a Certificate of 3 Analysis/Compliance to assure that it is the same as that used in the mix design. 4 5 Polymer Latex: The emulsified asphalt shall be homogenous and polymer modified. 6 Polymer shall be co-milled with the emulsion solution containing a minimum of 3.0% latex 7 solids content based on residual bitumen weight content, certified from the emulsion 8 supplier for each load, along with any special quick-setting emulsifier agents. 9 10 Mineral Filler: Mineral filler, for example, Portland cement, hydrated lime, limestone dust, 11 flyash, or other approved filler, if required by the mix design, shall meet the requirements 12 of ASTM D242. The type and amount, if necessary, shall be determined by the mix design. 13 14 Water: All water used with the slurry mixture shall be potable. The Contractor shall ensure 15 that the water planned for use shall be compatible with the slurry mix. If the contractor 16 elects to obtain water from fire hydrants, the contractor shall obtain, install and use an 17 approved construction water meter and pay such fees and service charges as are normally 18 charged by the water department. 19 20 Additives: Any material added to the slurry mixture or any of the component materials 21 shall be approved by the Engineer prior to use, and the Contractor shall furnish a statement 22 describing the additive, its purpose and quality to be used. 23 24 The quantities of additives shall be initially predetermined by the mix design and field 25 adjustments, if required, shall be approved by the Engineer. Liquid retardant (used with 26 the Quick Set Emulsion) shall only be used if needed to improve workability of the mix. 27 28 Aggregate: The mineral aggregate used shall be manufactured of crushed stone such as 29 granite, slag, limestone, chat, or other high-quality aggregate, or combination thereof. 100 30 percent of the parent aggregate shall be larger than the largest stone in the gradation to 31 be used. The aggregate shall meet the following test requirements: 32 33 Los Angeles Wear, 500 REV (ASTM C131/AASHTO T96) < 30% Sand Equivalent (ASTM D2419/AASHTO T176) > 65 Degradation Factor (WSDOT Test Method No. 113) > 30 Soundness (ASTM C88/AASHTO T104) < 15% using Na2SO4 or < 25% using MgSO4 34 The finished product shall be clean, uniform in quality and free from wood, bark, roots and 35 other deleterious materials. 36 37 It may be necessary during stockpiling to add blending sand or filler to improve the grading 38 of the mineral aggregate. For this purpose only, crushed fines from the aggregate source 39 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 32 may be used but only in the minimum amount needed for optimum mix design and 1 workability. 2 3 When tested in accordance with ASTM D2419, the total aggregate blend shall have a sand 4 equivalent of not less than 65. The aggregate shall consist of 100% crushed rock. The 5 combined mineral aggregate including blending sand and fillers, but not Portland cement, 6 shall conform to the following grading limits: 7 8 Sieve Size Percent Passing/TYPE II Percent Passing/TYPE III 3/8” 100 100 No. 4 90-100 70-90 No. 8 65-90 45-70 No. 16 45-70 28-50 No. 30 30-50 19-34 No. 50 18-30 12-25 No. 100 10-21 7-18 No. 200 5-15 5-15 Residual Asphalt 9 % by Weight of Dry Aggregate 7.5-13.5 Type II 10 6.5-12.0 Type III 11 12 Testing: Gradation and Sand Equivalent shall be performed at a minimum rate of one per 13 day. The Contractor or Supplier is encouraged to test more frequently as needed for 14 quality control. Testing for ASTM C88 or AASHTO C131 shall be done at the start of 15 aggregate production and every 5000 tons thereafter. Test results shall be provided to the 16 Engineer by end of the next working day. 17 18 Mix Design: Agency approval of mix design required prior to commencing notifications 19 and production. Agency review requires a minimum of 14 calendar days from date of 20 submittal of a signed original mix design. The mix design shall be developed using the 21 specific materials for this project. Previous mix designs shall not be accepted unless 22 authorized by the Engineer. Once the materials are approved, no substitution will be 23 permitted unless first tested and approved by the laboratory preparing the mix design. 24 25 The design shall be performed in accordance with International Slurry Surfacing 26 Association (ISSA) Technical Bulletin No. 111 “Outline Guide Design Procedure for Slurry 27 Seal.” The mix design shall be developed such that the treated area will be opened to 28 traffic within 2 to 3 hours after placement of the slurry seal mixture. 29 30 The following laboratories are pre-approved for performing the mix design: 31 32 Petroleum Sciences Akzo Nobel Chemicals Inc. 33 North 4817 Freya #3 (UPS) Asphalt Applications 34 P.O. Box 6304 281 Fields Lane 35 Spokane, WA 99207 Brewster, New York 10509 36 (509) 489-1758 (845) 276-8329 37 Contact: Bob Dunning Contact: Stephanie Hogendoorn 38 39 Other laboratories may be approved by the Engineer if they have the capability to perform 40 the required tests and demonstrate satisfactory experience performing slurry seal mix 41 designs. 42 43 As a minimum, the mix design report shall include the following information: 44 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 33 1 Aggregates: 2 Results of Quality tests (Los Angeles Wear, Sane Equivalent, etc.) 3 Gradation 4 5 Asphalt: 6 Results of Specification tests 7 Design quality as a percentage by weight of dry aggregate 8 Certificate of Compliance for emulsion 9 10 Water: 11 Percentage by weight of dry aggregate (Report design quantity and minimum 12 and maximum limits) 13 14 Mineral Filler (if necessary): 15 Type to be used 16 Percentage by weight of dry aggregate (Report design quantity and minimum 17 and maximum limits) 18 19 Additives (if necessary): 20 Type to be used and a statement describing its purpose. 21 Percentage by weight of dry aggregate (Report design quantity and minimum 22 and maximum limits) 23 24 Results of Tests on Slurry Seal Mixtures: 25 26 ISSA Test No. Description Specification ISSA TB 106 Slurry Seal Consistency 2-3 cm ISSA TB 139 Wet Cohesion 30 Minutes Min (Set) > 12 kg-cm Wet Cohesion 60 Minutes Min > 20 kg-cm (or near spin) ISSA TB 109 Excess Asphalt by LWT Sand Adhesion < 50 g/sq. ft. ISSA TB 114 Wet Stripping Pass (> 90%) ISSA TB 100 Wet-Track Abrasion Loss, One-hour Soak < 75 grams/sq. ft. Wet-Track Abrasion Loss, Six Day Soak (Report for information only) ISSA TB 113 Mix Time* Controllable to 180 Seconds Minimum ISSA TB 115 Determination of Slurry System Compatibility Pass ASTM C29/AASHTO T19 Bulk Density Test Set For information only * The mixing test and set time test should be done at the highest temperatures expected 27 during construction. 28 29 The laboratory report shall include the quantitative effects of moisture content on the unit 30 weight of the aggregate. In addition to the laboratory report, abraded and unabraded slurry 31 test samples shall be submitted by the contractor from the Wet Track Abrasion Test. 32 33 5-02.3 Construction Requirements – Slurry Seal 34 Section 5-02.3 is supplemented with the following: 35 36 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 34 (******) 1 The Contractor shall have a representative authorized to make decisions for the slurry seal 2 operation on-site at all times during work activities. 3 4 (******) 5 5-02.3(12) Slurry Seal 6 General: All equipment and associated tools used in the placement of slurry seal shall be 7 maintained in satisfactory working condition at all times. Descriptive information on the 8 slurry mixing and applying equipment to be used shall be submitted by the Contractor to 9 the Engineer not more than two days following Notice to Proceed. 10 11 Slurry Mixing Equipment: The slurry mixing machine shall be a continuous flow, truck 12 mounted, mixing unit, and be capable of delivering accurately to the mixing chamber a 13 predetermined proportion of aggregate, water and emulsified agent, and discharging the 14 thoroughly mixed product on a continuous basis. The aggregate shall be pre wetted 15 immediately prior to mixing with emulsified asphalt. The mixer-blender of the mixing 16 machine shall be capable of thoroughly blending all ingredients together with no violent 17 mixing occurring. 18 19 The mixing machine shall be equipped with an approved fines feeder that provides an 20 accurate metering device or method of introducing a predetermined amount of Portland 21 cement into the mixer-blender at the same time and location that the aggregate is fed. 22 This fines feeder shall be used to add Portland cement to initiate and control setting of the 23 slurry mixture. The slurry machine shall have a struck-off aggregate storage bin capacity 24 of not less than seven cubic yards. 25 26 The mixing machine shall be equipped with a water pressure system and fog type spray 27 bar adequate for uniform fogging of the surface immediately ahead of the slurry spreading 28 equipment. 29 30 The aggregate feed to the mixer shall be equipped with a revolution counter so that the 31 amount of aggregate used may be determined at any time. The emulsified asphalt pump 32 shall be of the positive displacement type and shall be equipped with a revolution counter 33 or meter so that the amount of asphalt used may be determined at any time. The water 34 pump for dispensing water into the mixer-blender shall be equipped with a meter, which 35 will read-out in total gallons. The water line into the mixer-blender shall be equipped with 36 a minimum of two valves. One valve shall establish the required water flow and the other 37 valve shall be a quick acting valve to start and stop water flow. The controls for 38 proportioning each material to be added to the mix shall be calibrated and properly marked. 39 They shall be accessible for ready calibration and so placed that the Engineer may 40 determine the amount of each material used at any time. 41 42 The slurry-mixing machine shall be equipped with a “fifth wheel” type odometer that will 43 measure the total feet traveled. 44 45 The Contractor shall have two fully operational mixers for use at the project site at all times. 46 The Contractor shall have immediate access to backup equipment in case of equipment 47 problems. 48 49 Each machine shall have an automated system capable of automatically sequencing in all 50 raw materials to ensure a constant slurry mixture. The machine shall be capable of mixing 51 the materials in four minutes and shall be capable of a minimum speed of 60 feet per 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 35 minute. During placement of the slurry, the equipment shall not exceed 180 feet per 1 minute. 2 3 The Contractor shall allow the Engineer to use the recorders and measuring facilities of 4 the slurry seal unit to determine application rates, asphalt emulsion content, mineral filler, 5 and additive quantities for a single load. 6 7 The Contractor shall be responsible for checking stockpile moisture content and shall set 8 the machine accordingly to account for aggregate bulking. The Contractor shall submit a 9 plan for monitoring all dry materials at the pre-construction conference. 10 11 Slurry Spreading Equipment: Attached to the mixing machine shall be a mechanical 12 type spreader box capable of applying slurry mixture evenly over the surface. The box 13 shall be equipped with flexible material in contact with the surface on the front, middle, and 14 sides to prevent loss of slurry and on a back as a squeegee to strike-off the slurry. It shall 15 be maintained and adjusted so as to prevent the loss of slurry on varying grades and 16 crowns and to assure uniform spread. 17 18 The box shall be kept clean, and build-up of asphalt and aggregate in the box shall not be 19 permitted. The use of burlap or other acceptable drag shall be required to obtain the 20 desired texture. The drag shall be washed or replaced as necessary to ensure that slurry 21 mix accumulations do not cause scores or streaks. 22 23 Cleaning Equipment: A broom sweeper, water flushing equipment, and hand brooms 24 shall be provided for cleaning the surface and cracks of the existing pavement as needed 25 or required by the Engineer. 26 27 Auxiliary Equipment: Hand squeegees, hand drags, shovels, an asphalt distributor and 28 other equipment shall be provided as necessary to perform the work. Containers shall be 29 required for disposal of waste slurry. 30 31 Stockpiling of Aggregate: Precautions shall be taken to ensure that a stockpile does not 32 become contaminated with oversized rock, clay or silt or collect excessive amounts of 33 moisture. The stockpiles shall be placed in an area that drains readily. Segregation of the 34 aggregate will not be permitted. Any contamination or segregation due to stockpiling 35 activities will be cause for rejection. 36 37 Asphalt Storage: Any emulsified asphalt storage used by the Contractor shall be suitable 38 with the storage container constructed so as to prevent water from entering the asphalt. 39 An acceptable heating system shall be provided if necessary to prevent the emulsified 40 asphalt from freezing, but the asphalt shall not be heated to a temperature greater than 41 130° F. 42 43 Calibration: Each mixing unit to be used in performance of the work shall be calibrated 44 prior to construction. Calibration procedures and forms shall be per the most current 45 version of the ISSA High Performance Slurry Systems Inspectors Manual. The Engineer 46 shall be notified a minimum of three business days prior to the calibration. The 47 documentation shall be submitted to the Engineer and shall include an individual 48 calibration of each material at various settings, which can be related to the machines 49 metering devices. No machine will be allowed to work on the project until the calibration 50 has been completed and accepted by the Engineer. 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 36 Test Strip: Test Strips shall be made by each machine after calibration and prior to 1 construction. The test strip shall be 500 feet to 750 feet long and shall consist of all the 2 application courses specified. The test strip shall be constructed at the same time of day 3 or night that the full production will be applied and may be constructed in two days or nights 4 when multiple course applications are specified. 5 6 The Engineer will evaluate the completed test strip after 24 hours of traffic to determine if 7 the mix design and placement procedure are acceptable. If the mix design or the 8 placement procedure is determined by the Engineer to be unacceptable the test strip will 9 be rejected, the Contractor shall make modifications and a new test strip shall be 10 constructed. Test strips which have been rejected by the Engineer shall be paid for by the 11 Contractor and shall be considered part of the contract work. If ordered by the Engineer 12 test strips rejected by the Engineer shall be removed and shall be at the Contractor’s 13 expense. The Engineer will determine how many test strips will be allowed. Upon 14 acceptance of the test strip by the Engineer the rest of the remaining portions of work may 15 be installed. 16 17 Composition of the Slurry Mixture: The amount of emulsified asphalt to be blended with 18 the aggregate shall be that as recommended by a laboratory analysis and subject to final 19 adjustment in the field on the basis of a test section on a nearby surface off the pavement 20 to be covered. The minimum amount of water shall be added as necessary to obtain a 21 fluid and homogenous mixture. 22 23 The mixture supplied to the project shall be within the following tolerances, after the design 24 mix has been established: 25 26 Passing U.S. No. 4 and larger sieves +/- 7% (1) Passing U.S. No. 8 to U.S. No. 100 Sieve +/- 4% (1) Passing U.S. No. 200 +/- 4% (1) Residual Asphalt (by extraction) +/- 0.6% (2) Mineral Filler +/- 1.0% (3) 27 1. The aggregate gradation shall always fall within the broadband specifications for 28 Type II or Type III slurry. 29 2. The Engineer may adjust the asphalt emulsion during construction to account for 30 the amount of asphalt absorbed by the pavement. 31 3. This allowable variation is subject to the reported minimum and maximum values 32 in the mix design. 33 34 Rate of Application: The slurry seal mixture shall be of proper consistency at all times 35 so as to provide the application rate required by the surface condition. 36 37 The average application rate for Type II Slurry on streets where only a slurry seal will be 38 applied shall be 10-14 lbs./sq. yd. 39 40 The average application rate for Type II Slurry on streets where slurry seal will be applied 41 over chip seal as part of a cape seal shall be 12-16 lb./sq. yd. Sufficient material shall be 42 placed so that the underlying chip seal is fully covered. 43 44 Contractor shall supply truck tickets along with Sq/Yd’s placed to ensure the above 45 specifications are met. 46 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 37 1 Tolerances: Tolerances for individual materials as the slurry seal mixture are as follows: 2 a) After the designed residual asphalt content is determined, a plus or minus one 3 percentage point variation will be permitted. 4 b) The percentage of aggregate passing each sieve shall be within stockpile tolerance 5 range as stated. 6 c) The percentage of aggregate passing shall not go from the high end to the low end 7 of the specified range on any two successive sieves. 8 d) The slurry consistency shall not vary more than +/- 0.5 cm from the job mix formula 9 after field adjustments. 10 11 Weather Limitations: Slurry may be applied when the pavement and air temperature is 12 above 55 degrees F and rising. The mixture shall not be applied when weather conditions 13 prolong opening to traffic beyond a reasonable time (2-3 hours). The Contractor will use 14 his judgement in deciding whether to place slurry in the event that rain is forecast. Any 15 slurry damaged by rainfall shall be corrected by the Contractor at no cost to the Contracting 16 Agency. 17 18 Surface Preparation – Slurry Seals: The contractor shall remove pavement markings 19 and raised pavement markers as described in Section 8-22. 20 21 Immediately prior to applying the slurry, the surface shall be cleaned thoroughly of all loose 22 material, silt spots, vegetation, and other objectionable matter. If slurry is being placed 23 over a chip seal as part of a cape seal, excess aggregate from the chip seal operation 24 shall be removed prior to placement of the slurry seal. A mechanical broom sweeper unit 25 shall be used for all street cleaning. Kick brooms will not be allowed for final, pre-treatment 26 sweeping. A hand-held blower-type unit shall be allowed at the discretion of the Engineer. 27 Dust shall be controlled during street cleaning by sprinkling the surface with water (if 28 necessary) as directed by the Engineer. The Engineer shall give the final approval of the 29 surface. 30 31 The Contractor shall, as a part of placement of the slurry upon the roadway, protect and 32 cover survey monument covers, sewer lids, manhole covers, water valve covers, drainage 33 grates, inlets, railroad tracks, bridge handrails and expansion joints, guardrails, curbs, road 34 signs, guide posts, or other facilities. All of the items will be free of slurry and available for 35 easy access. The method of protection shall be approved by the Engineer prior to 36 installation. The protective coverings shall be removed within 24 hours after the slurry has 37 cured. All costs incurred by the Contractor in necessary protective measures shall be 38 included in the unit Contract prices for the various Bid items of Work involved. 39 40 If the slurry is to be placed over a brick or Portland cement concrete surface, a highly 41 absorbent asphalt surface, or over an asphalt surface where the exposed aggregate has 42 become polished and slick, a tack coat of emulsified of the same type and grade specified 43 for the slurry and diluted with water (one part water to one part asphalt by volume) shall 44 be applied. The tack coat shall be applied with an asphalt distributor with the normal 45 application rate being from 0.05 to 0.10 gallons per square yard of diluted emulsion. The 46 Engineer shall give final approval to the rate of application. 47 48 The Contractor will perform all deep patching, leveling and adjustment of utilities in 49 advance of the slurry operation. Tree branches or foliage which will hinder the proper 50 placement of the slurry seal will be removed by the Contractor. 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 38 Application of Slurry Mixture: The slurry seal shall consist of a mixture of emulsified 1 asphalt, mineral aggregate and water which has been properly proportioned, mixed and 2 spread evenly on the designated surface as directed by the Engineer. The cured slurry 3 seal shall have a homogenous appearance, fill all cracks, adhere firmly to the surface and 4 have a skid resistant texture. Slurry seal shall be placed curb to curb. 5 6 Slurry seal placed over chip seal as part of a cape seal shall be placed a minimum of seven 7 (7) calendar days after the final rolling of the chip seal placement. 8 9 Pre-wetting immediately in advance of the slurry application shall only be done if the street 10 is dry. Pre-wetting with a water fog spray shall be allowed only at the direction of the 11 Engineer. The contractor shall take precautions so that there is no free water on the street 12 when the slurry is placed. 13 14 The slurry mixture shall have a thick, creamy consistency and shall be relatively free 15 flowing. Once the proper consistency is obtained, charges in proportioning of the various 16 component materials of the mixtures shall be held to a minimum. 17 18 The slurry mixture shall be spread to fill cracks and minor depressions and will have a 19 uniform non-skid surface. The slurry shall be placed with a spreader box except in 20 inaccessible areas where hand spreading may be required. A hand drag shall be required 21 in areas of hand spreading to give the same texture as the machine spread surface. 22 23 The total time of mixing in the mixer-blender shall not exceed four minutes. A sufficient 24 amount of slurry shall be carried in all parts of the spreader box at all times so that complete 25 coverage is obtained. No lumping, balling, or unmixed aggregate shall be permitted. No 26 segregation of the emulsion and aggregate fines from the course aggregate will be 27 permitted. 28 29 If oversized aggregate or foreign matter appears in the slurry mixture, slurry placement 30 shall be discontinued and the aggregate re-screened to remove these materials. Streaks 31 such as those caused by oversized aggregate shall be corrected and not left in the finished 32 slurry surface. Excessive breaking of the emulsified asphalt in the spreader box will not 33 be allowed and adjustments in the amount of setting agent shall be made to correct this 34 problem. 35 36 Neither excessive build-up nor unsightly appearance shall be permitted on longitudinal or 37 transverse joints. All transverse joints shall be squared-off and the slurry mix removed and 38 deposited in a container suitable to the Engineer, or placed outside the pavement surface 39 for removal prior to project completion. The Contractor shall use building paper at each 40 transverse joint to avoid sags and ridges on the previous application of slurry. The 41 Contractor may employ an alternate method to achieve smooth joint construction subject 42 to approval by the Engineer. In general, longitudinal or transverse joints shall be made 43 with the slurry substantially cured, or fresh and still workable. 44 45 Final surfaces around ADA Ramps, catch basins, manholes and valve covers shall be 46 smooth. If the build-up around ADA Ramps, catch basins, manhole, and valve covers, 47 exceeds ¼ inch, the contractor shall smooth these areas out to not leave an abrupt edge. 48 49 On steep grades, those in excess of eight percent, the slurry seal shall be placed uphill 50 unless otherwise authorized by the Engineer. On projects that have major intersections 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 39 and braking areas, rolling of the slurry mixture with a pneumatic-tired roller may be required 1 to reduce the scuffing action of vehicles. 2 3 Slurry treated areas shall be allowed to cure prior to opening to traffic. 4 5 The contractor shall take precautions to eliminate the possibility of damage to the uncured 6 slurry. However, if damage should occur, it shall be repaired by the Contractor at his 7 expense. All repairs shall be full width repairs done with a spreader box and shall be 8 uniform and geometrically applied. 9 10 Final sweeping shall be done one to two weeks after slurry placement. 11 12 Patching and Correction of Defects: The completed surface shall be free of gaps, 13 ridges, depressions or other irregularities caused by the application of the slurry seal. 14 Defects such as raveling, lack of uniformity, or other imperfections caused by faulty 15 workmanship shall be corrected and new work shall not be started until such defects have 16 been remedied. For cape seals, if full coverage of chip seal is not achieved, the Contractor 17 will be required to cover areas of exposed chip aggregate. 18 19 All improper workmanship and defective materials resulting from overheating, improper 20 handling or application, shall be removed from the roadway by the Contractor and be 21 replaced with approved materials and workmanship at no expense to the contracting 22 agency. For repair areas, a minimum 4-foot-wide pass for a minimum of 10 feet will be 23 required to be made. The width and length of the repair shall be approved by the Engineer. 24 25 Finish and Cleanup: The Contractor shall remove all residual slurry seal from curbs, 26 gutters, driveways, manhole covers, valve boxes, catch basin grates, or other utility 27 structures located in the project area. If necessary, after the slurry seal has been applied, 28 catch basins shall be cleaned of slurry residual. All slurry material more than one (1) inch 29 above road surface on curb faces shall be removed by means of sand blasting. 30 31 5-02.4 Measurement – Slurry Seal 32 Section 5-04.2 is supplemented with the following: 33 34 (******) 35 All treatments will be measured by the square yard of street surface covered. 36 37 The amounts shown on the attached Project List are approximations. The Contractor shall 38 be responsible for the measurement of the areas covered. In the event that there is a 39 discrepancy between the amounts shown in the contract and the actual amount measured, 40 the burden of proof shall fall to the contractor. 41 42 5-02.5 Payment – Slurry Seal 43 Section 5-02.5 is supplemented with the following: 44 45 (******) 46 “Latex Modified Slurry Seal, Type ___ (___________)”, per square yard 47 The unit contract price per square yard shall be full pay for all costs of material, mix design, 48 labor, tools, and equipment necessary to complete the work as specified. SPCC Plan, 49 preparation of existing surfaces, property owner notification, removal of raised pavement 50 markers, removal of pavement markings, temporary pavement markings, 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 40 sweeping/brooming as necessary, and temporary erosion and water pollution control shall 1 be included in these items. 2 3 5-02 Bituminous Surface Treatment – Micro-Surfacing 4 5 5-02.1 Description – Micro-Surfacing 6 Section 5-02.1 is supplemented with the following: 7 8 (******) 9 5-02.1(5) Micro-Surfacing 10 Work shall consist of applying Micro-Surfacing to sections as shown in the Project List. 11 The micro-surfacing shall consist of mixing polymer modified asphalt emulsion, aggregate, 12 mineral filler, set-control additives, and water and spreading the mixture on a surface or 13 pavement where shown on the plans, as specified in these special provisions, and as 14 directed by the Engineer. The mix should be capable of being spread in variably thick 15 cross-sections (wedges, wheel path depressions, scratch courses and surfaces) which, 16 after set time, curing and initial traffic consolidation, resist deformation throughout the 17 entire design tolerance of bitumen content and variable thickness to be encountered. The 18 mix shall be capable of being stacked in multiple lifts without bleeding. 19 20 21 5-02.2 Materials – Micro-Surfacing 22 Section 5-02.2 is supplemented with the following: 23 24 (******) 25 Micro-Surfacing 26 Asphalt: The asphalt emulsion for micro-surfacing shall be homogenous and shall be a 27 polymer modified quick-setting, quick-traffic cationic asphalt emulsion. The polymer 28 material shall be co-milled with the emulsion solution. The emulsion manufacturer shall 29 certify that the emulsion contains a minimum of 4% polymer solids based on the mass of 30 asphalt (asphalt residual) within the emulsion. The emulsified asphalt shall be within ±1% 31 of the design emulsion content. 32 33 The CQS-1H polymer modified quick-traffic asphalt emulsion shall conform to the following 34 requirements when tested in accordance with the specified test method: 35 36 Test on Emulsion Test Method Limits Viscosity at 77 F, Saybolt-Furol, sec. AASHTO T 59 16-90 Storage Stability Test, 24 Hour, % AASHTO T 59 ≤ 1 Settlement, % 5 Day AASHTO T 59 ≤ 5 Particle charge, Electroplate AASHTO T 59 Positive Oil Distillate, % AASHTO T59 ≤ 3 Residue by Distillation, % AASHTO T59 ≥ 64 37 Test on Residue Test Method Limits Penetration, 77° F (25° C), 100g, 5 sec AASHTO T49 40-90 Ductility at 77° F (25° C), 5 cm/min, cm AASHTO T51 ≥ 60 Softening Point, R & B, Degrees F AASHTO T53 ≥ 142 Polymer Content % (Solid Polymer content based on weight of asphalt) AASHTO T53 ≥ 4 Or Torsional Recovery, % CTM 332 ≥ 20 38 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 41 Each load of emulsified asphalt shall be accompanied with a Certificate of 1 Analysis/Compliance to assure that it is the same as that used in the mix design. 2 3 Water: Water shall be of such quality that the asphalt will not separate from the emulsion 4 before the micro-surfacing is in place on the pavement. If the contractor elects to obtain 5 water from fire hydrants, the contractor shall obtain, install and use an approved 6 construction water meter and pay such fees and service charges as are normally charges 7 by the water department. 8 9 Additives: Per the mix design for the micro-surfacing. 10 11 Mineral Filler: Mineral filler shall be any recognized brand of non-air entrained Portland 12 Cement or hydrated lime that is free of lumps. The type and amount of mineral filler 13 needed shall be determined by the laboratory mix design and will be considered as part of 14 the mineral gradation requirement. An increase or decrease of less than one-percent may 15 be permitted when the micro-surfacing is being placed if it is found to be necessary for 16 better consistency or set times. 17 18 Aggregate: The mineral aggregate used shall be of the type and grade specified for the 19 particular use of the micro-surfacing. The aggregate shall be 100% crushed stone such 20 as granite, slag, limestone, or other high quality aggregate. The material shall be free from 21 vegetable matter or other deleterious substances. All aggregate shall be free of caked 22 lumps and oversize particles. 23 24 Sieve Size TYPE II Percent Passing TYPE III Percent Passing 9.5 mm (3/8”) 100 100 4.75 mm (No. 4) 90-100 70-90 2.36 mm (No. 8) 65-90 45-70 1.18 mm (No. 16) 45-70 28-50 600 µm (No. 30) 30-50 19-34 330 µm (No. 50) 18-30 12-25 150 µm (No. 100) 10-21 7-18 75 µm (No. 200) 5-15 5-15 25 The Type II and/or Type III aggregate shall conform to the following additional quality 26 requirements: 27 28 Test Test Method Specifications Sand Equivalent ASTM D2419 ≥ 65 Plasticity ASTM D4398 Non-plastic Soundness ASTM C88 ≤ 10% using Na2SO4 or ≤ 15% using MgSO4 Abrasion Resistance ASTM C131 ≤ 25% at 500 revolutions on gradation D Durability Index CAL TEST 229 ≥ 70 29 Testing: Gradation, Sand Equivalent and Plasticity shall be performed at a minimum rate 30 of one per day. The Contractor or Supplier is encouraged to test more frequently as 31 needed for quality control. Testing for ASTM C88 and ASTM C131 and CAL Test 229 shall 32 be done at the start of aggregate production and every 5000 tons thereafter. Test results 33 shall be provided to the Engineer by end of the next working day. 34 35 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 42 Mix Design: Agency approval of mix design required prior to commencing notification and 1 production. Agency review requires a minimum of 14 calendar days from date of submittal 2 of a signed original mix design and laboratory report of tests. The mix design shall be 3 developed using the specific materials for this project. Previous mix designs shall not be 4 accepted unless authorized by the Engineer. Once the materials are approved, no 5 substitution will be permitted unless first tested and approved by the laboratory preparing 6 the mix design. 7 8 The test and mix design shall be performed by a laboratory capable of performing the 9 applicable International Slurry Surfacing Association (ISSA) tests. The proposed micro-10 surfacing mixture shall conform to the requirements specified when tested in accordance 11 with the following tests: 12 13 Test ISSA Test Specifications Wet Cohesion 30 Minutes (Set Time) 60 Minutes (Traffic Time) TB139 ≥ 12 kg-cm ≥ 20 kg-cm (or near spin) Excess Asphalt TB109 ≤ 538 g/m² (50 g/ft²) Wet Track Abrasion One hour soak, loss Six day soak, loss TB100 ≤ 538 g/m² (50 g/ft²) ≤ 807 g/m² (75 g/ft²) Lateral Displacement Specific Gravity After 1,000 cycles @ 56.71 kg (125 lbs.) TB147A ≤ 5% ≤ 2.10 Classification Compatibility TB144 (AAA, BAA) 11 grade points minimum Mix Time @ 25°C (77°F) TB113 Controllable to 120 seconds minimum 14 The original laboratory report shall be signed by the laboratory that performed the tests 15 and mix design and shall shoe the results of the test on individual materials, comparing 16 their values to those required by the specifications. The report shall clearly show the 17 proportions of aggregate, filler, water, (minimum and maximum), set control additive, and 18 asphalt solids content (minimum and maximum) based on the dry mass of aggregate. The 19 report shall include Certificate of Compliance for Emulsion. The laboratory shall also report 20 the quantitative effects of moisture content on the unit mass of the aggregate (bulking 21 effect). The mix design will further show recommended changes in cement, water and 22 additive proportions for high temperature weather conditions by reporting proportions of 23 materials required for 60 seconds of mix time. 24 25 All the component materials used in the mix design shall be representative of the materials 26 proposed by the Contractor to be used on the project. 27 28 Once the proportion of materials to be used are approved by the Engineer, no substitute 29 of other materials will be permitted unless the materials proposed for substitution are first 30 tested and a laboratory report is submitted for the substituted design as specified above. 31 Substituted materials shall not be used until the mix design for those materials is approved 32 by the Engineer. 33 34 Proportioning: Aggregate, mineral fillers, asphalt emulsions, water and additives 35 including set-control agent if used, shall be proportioned by volume utilizing the mix design 36 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 43 approved by the Engineer. If more than one kind of aggregate is used, the correct amount 1 of each kind of aggregate to produce the required grading shall be proportioned separately, 2 prior to adding the other materials of the mixture, in a manner that will result in a uniform 3 and homogenous aggregate blend. 4 5 The percentages of each individual material required shall be shown in the laboratory 6 report. Adjustments may be required during construction, based on field conditions. The 7 component materials shall be within the following limits: 8 9 Residual Asphalt % 5.5% to 9.5% by dry mass of aggregate 10 Mineral Filler As required by mix design 11 Additive % As required by mix design 12 Water % As required to produce proper mix consistency 13 14 The completed mixture, after addition of water and any set-control agent, shall be such that 15 the micro-surfacing mixture has proper workability and a) will permit traffic without pilot car 16 assisted traffic control on the micro-surfacing within one hour after placement, and b) will 17 prevent development of bleeding, raveling, separation or other distresses within 15 days after 18 placing the micro-surfacing. However, when ambient temperatures are below 80°F traffic may 19 not be permitted on the micro-surfacing until it has sufficiently cured. The time for sufficient 20 curing shall be mutually agreed upon between the Contractor and the Engineer. 21 22 The Contractor shall furnish an aggregate moisture determination from the stockpile prior to 23 placing the micro-surfacing and shall be retested if weather conditions have changed the 24 aggregate moisture content appreciably. Aggregate moisture will be accounted for in 25 determining the aggregate/bitumen ratio to be used during placement. 26 27 The aggregate shall be proportioned using the belt feeder operated with an adjustable cutoff 28 gate. The height of the gate opening shall be readily determinable. The emulsion shall be 29 proportioned by a positive displacement pump. Any variance rate emulsion pump, if used, 30 shall be calibrated and sealed in its calibrated condition. 31 32 The deliver rate of aggregate and emulsion per revolution of the aggregate feeder shall be 33 calibrated at the appropriate gate settings for each mixer-spreader truck used on the project 34 in accordance with California Test 109 and the requirements of these special provisions. 35 36 The aggregate belt feeder shall deliver aggregate to the pugmill with such volumetric 37 consistency that the deviation for any individual aggregate delivery rate check-run shall not 38 exceed 2.0% of the mathematical average of three runs of at least three tons in duration each. 39 The emulsion pump shall deliver emulsion to the pugmill with such volumetric consistency that 40 the deviation for any individual delivery rate check-run shall be within 2.0% of the mathematical 41 average of three runs of at least 300 gallons each in duration. The water pump shall deliver 42 water to the pugmill with such volumetric consistency that the deviation for any individual 43 delivery rate check-run shall be within 2.0% of the mathematical average of three runs of at 44 least 300 gallons each in duration. Provide test results to the Engineer by noon of the day 45 after calibration. 46 47 The emulsion storage located immediately before the emulsion pump shall be equipped with 48 a device which will automatically shut down the power to the emulsion pump and aggregate 49 belt feeder when the emulsion level is lowered sufficiently to expose the pump suction line. 50 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 44 A temperature-indicating device shall be installed in the emulsion storage tank at the pump 1 suction level. The device shall indicate temperature of the emulsion and shall be accurate to 2 within 5°F. 3 4 The maximum temperature of the emulsion contained in the mixer-spreader truck emulsion 5 storage tanks shall be 120°F. 6 7 The belt delivering the aggregate to the pugmill shall be equipped with a device to monitor the 8 depth of the aggregate being delivered to the pugmill. Said device for monitoring the depth of 9 the aggregate shall automatically shut down the power to the aggregate belt feeder whenever 10 the depth of the aggregate is less than the target depth of flow. A second device shall be 11 located where it will monitor movement of the aggregate belt by detecting revolutions of the 12 belt feeder. The device for monitoring no flow or belt movement, as the case may be, shall 13 automatically shut down the power to the aggregate belt when the aggregate belt movement 14 is interrupted. This second device will not be required where the aggregate delivery belt is an 15 integral part of its drive chain. To avoid erroneous shutdown by normal fluctuation, a delay of 16 three seconds between sensing and shutdown of the operation will be permitted. 17 18 5-02.3 Construction Requirements – Micro-Surfacing 19 Section 5-02.3 is supplemented with the following: 20 21 (******) 22 The Contractor shall have a representative authorized to make decisions for the micro-23 surfacing operation on-site at all times during work activities. 24 25 (******) 26 5-02.3(13) Micro-Surfacing 27 General: All equipment and associated tools used in the placement of micro-surfacing 28 shall be maintained in satisfactory working condition at all times. Descriptive information 29 on the micro-surfacing mixing and applying equipment to be used shall be submitted by 30 the Contractor to the Engineer not more than two days following notice to proceed of the 31 contract. 32 33 Mixing and Spreading Equipment: The machine shall be specifically designed and 34 manufactured to lay micro-surfacing. The micro-surfacing shall be mixed in continuous 35 twin-shaft pugmill mixers of adequate size and power for the type of micro-surfacing to be 36 placed. All indicators required in the “Materials” section entitled “Proportioning” shall be in 37 working order prior to commencing mixing and spreading operations. 38 39 Mixer-spreader trucks shall be equipped to proportion emulsion, water, aggregate, and 40 set-control additives by volume. All rotating and reciprocating equipment on mixer-41 spreader trucks shall be covered in metal guards. 42 43 The mixer-spreader truck shall not be operated unless all low-flow and no-flow devices 44 and revolution counters are in good working condition and functioning and all metal guards 45 are in place. All indicators by these special provisions shall be visible while walking 46 alongside the mixer-spreader truck. 47 48 Aggregate feeders shall be connected directly to the drive on the emulsion pump. The 49 drive shaft of the aggregate feeder shall be equipped with a revolution counter reading to 50 the nearest one-tenth of a revolution. 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 45 Either a Continuous-run Machine or Truck Mounted Machine may be used on streets 1 receiving a Type II or Type III micro-surfacing. 2 3 If requested, an agency may approve the use of a truck mounted machine for placement 4 of Type III micro-surfacing on selected streets at a reduced unit price from the continuous-5 run machine bid price. This price will be negotiated and agreed upon with the Contractor 6 prior to approval of this request. 7 8 A continuous-run machine is capable of loading materials which continuing to lay micro-9 surfacing, thereby minimizing construction joints. The continuous-run machine shall be 10 equipped to allow the operator to have full control of the forward and reverse speeds during 11 applications of the micro-surfacing mixture and be equipped with opposite-side driver 12 station to assist with alignment. The self-loading device, opposite driver station, and 13 forward and reverse speed controls shall be original manufacturer design. The machine 14 shall be equipped with a continuous flow mixing unit, automatically sequenced and 15 capable of delivering accurately predetermined proportions of aggregate, water, and 16 asphalt emulsion to a revolving multi-blade, double shafted, spiraled mixer tank. Provide 17 a machine capable of mixing materials at pre-set proportions regardless of the speed of 18 machine and without changing machine settings. Equip the mixing unit with a metering 19 system to accurately meter all liquids by volume by the use of flow meters reading gallons 20 per minute. The flow of the liquids shall be consistent and precise, and fed into he pugmill 21 in the proportions outlined in the mix design. Equip the mixing machine with an approved 22 fines feeder that provides an accurate metering device or method of introducing a 23 predetermined proportion of mineral filler into the mixer as the aggregate is fed in. Provide 24 a mixing unit capable of thoroughly blending all ingredients together without violent action. 25 The machine should also be capable of discharging the thoroughly mixed product on a 26 continuous basis. Equip the machine with a hydraulically controlled steel pugmill gate or 27 similar positive discharge device. Control discharge from the pugmill by a chute or other 28 suitable mechanical device. 29 30 Equip the machine with a temperature-indicating device installed in the emulsion tank at 31 the emulsion pump suction level line. Equip the mixing machine with a water pressure 32 system and fog type spray-bar. 33 34 The micro-surfacing mixture shall be spread by means of a spreader box conforming to 35 the following requirements: 36 37 1) Spreader Box: The micro-surfacing mixture shall be agitated and spread uniformly 38 in the surfacing box by means of twin-shafted paddles or spiral augers fixed in the 39 spreader box. The spreader box shall be capable of spreading a traffic lane width 40 and shall have strips of flexible rubber belting or similar material on each side of 41 the spreader box and in contract with the pavement to positively prevent loss of 42 micro-surfacing from the ends of the box. The micro-surfacing spreader box and 43 rear strike-off shall be so designed and operated that a uniform consistency is 44 achieved to produce a free flow of material from the rear strike-off. The micro-45 surfacing spreader box shall have suitable means proved to side shift the box to 46 compensate for variations in the pavement geometry. A secondary strike-off shall 47 be provided to improve surface texture. The secondary strike-off shall have the 48 same adjustments as the micro-surfacing spreader box. Use a spreader box that 49 is capable of producing a uniform surface for a full lane width of 14 feet. Spreader 50 box skids shall be maintained in such a manner as to prevent chatter (wash 51 boarding) in the finished mat. 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 46 1 The spreader box shall have a double strike-off blade design at the rear of the box. 2 The first strike-off blade shall be made of steel or stiff rubber and the second strike-3 off blade (attached to the first blade) shall be made of a flexible material. Rear 4 flexible strike-off blades shall make close contact with the pavement, and shall be 5 capable of being adjusted to the various crown shapes so as to apply a uniform 6 micro-surfacing coat. A secondary strike-off blade attached to the rear of the 7 spreader box (located behind the double strike-off blades at the rear of the 8 spreader box) shall be provided and shall be adjustable. It shall be designed and 9 operated such that a uniform texture is achieved in the finished surface of the 10 micro-surfacing. 11 12 Flexible fabric drags attached to the rear of the spreader box shall not be allowed. 13 Strike-off blades (rubber) shall be cleaned or changed daily if problems with 14 cleanliness and longitudinal scouring occur. 15 16 2) Wheel Path Depression (Rut) Box: A wheel path depression (Rut) box is required 17 on this project for completion of the bid item Wheel Path Depression Micro-18 Surfacing. The wheel path depression box shall be designed as a double 19 chambered box with adjustable screens to regulate depth and shall have a width 20 of between 5 feet and 6 feet. Hydraulic augers set at an angle shall move the 21 mixed material from the rea tot the front of the filling chamber. The augers shall 22 push the larger aggregate into the center, deeper section of the wheel path 23 depression and send the fine material toward the edges of the pass to act as mastic 24 and for feathering down the longitudinal joint along the wheel path. 25 26 The micro-surfacing spreader box in use shall be clean and free of micro-surfacing 27 and emulsion at the start of each work shift. 28 29 Micro-surfacing mixture, to be spread in areas inaccessible to the controlled 30 spreader box, may be spread by other methods approved by the Engineer. 31 32 Cleaning Equipment: A broom sweeper, water flushing equipment, and hand brooms 33 shall be provided for cleaning the surface and cracks of the existing pavement as needed 34 or required by the Engineer. 35 36 Auxiliary Equipment: Hand squeegees, hand drags, shovels, an asphalt distributor and 37 other equipment shall be provided as necessary to perform the work. Containers shall be 38 required for disposal of waste micro-surfacing. 39 40 Stockpiling of Aggregate: Precautions shall be taken to ensure that a stockpile does not 41 become contaminated with oversized rock, clay or silt or collect excessive amounts of 42 moisture. The stockpiles shall be placed in an area that drains readily. Segregation of the 43 aggregate will not be permitted. Any contamination or segregation due to stockpiling 44 activities will be cause for rejection. 45 46 Asphalt Storage: Any emulsified asphalt storage used by the Contractor shall be suitable 47 with the storage container constructed so as to prevent water from entering the asphalt. 48 An acceptable heating system shall be provided if necessary to prevent the emulsified 49 asphalt from freezing, but the asphalt shall not be heated to a temperature greater than 50 120° F. 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 47 Calibration: Each mixing unit to be used in performance of the work shall be calibrated 1 prior to construction. Calibration procedures and forms shall be per the most current 2 version of the ISSA High Performance Slurry Systems Inspectors Manual. The Engineer 3 shall be notified a minimum of three business days prior to the calibration. The 4 documentation shall be submitted to the Engineer and shall include an individual 5 calibration of each material at various settings, which can be related to the machines 6 metering devices. No machine will be allowed to work on the project until the calibration 7 has been completed and accepted by the Engineer. 8 9 Test Strip: Test Strips shall be made by each machine after calibration and prior to 10 construction. The test strip shall be 500 feet to 750 feet long and shall consist of all the 11 application courses specified. The test strip shall be constructed at the same time of day 12 or night that the full production will be applied and may be constructed in two days or nights 13 when multiple course applications are specified. 14 15 The Engineer will evaluate the completed test strip after 24 hours of traffic to determine if 16 the mix design and placement procedure are acceptable. If the mix design or the 17 placement procedure is determined by the Engineer to be unacceptable the test strip will 18 be rejected, the Contractor shall make modifications and a new test strip shall be 19 constructed. Test strips which have been rejected by the Engineer shall be paid for by the 20 Contractor and shall be considered part of the contract work. If ordered by the Engineer 21 test strips rejected by the Engineer shall be removed and shall be at the Contractor’s 22 expense. The Engineer will determine how many test strips will be allowed. Upon 23 acceptance of the test strip by the Engineer the rest of the remaining portions of work may 24 be installed. 25 26 Rate of Application: The micro-surfacing mixture shall be of proper consistency at all 27 times and within the tolerances of the mix design. When placing the micro-surfacing 28 mixture for Type III micro-surfacing, the mixture shall be spread at a rate within 24-30 lb. 29 dry aggregate/sq. yd., and when placing the micro-surfacing mixture for Type II micro-30 surfacing, the mixture shall be spread at a rate within 16-22 lb. dry aggregate/sq. yd. The 31 completed spread will be within 5% of the rate determined by the mix design. The 32 application rate for rut filling will vary depending on the depth of the rut. 33 34 Areas that cannot be reached with the machine shall be applied using hand squeegees to 35 insure complete and uniform coverage. The area to be hand-worked shall be lightly 36 dampened prior to mix placement and spread without delay. Care shall be exercised to 37 achieve the same type of finish and the application rate as applied by the spreader box. 38 Segregation of the aggregate and emulsion will not be permitted. 39 40 Weather Limitations: Micro-surfacing shall only be placed when the ambient and 41 pavement surface temperature is 55°F minimum and rising. Micro-surfacing shall not be 42 placed if rain is falling or is imminent or if there is a possibility that he finished product will 43 freeze within 24 hours. 44 45 Surface Preparation – Micro-Surfacing: The Contractor shall remove pavement 46 markings and raised pavement markers as described in Section 8-22. 47 48 Immediately prior to applying the micro-surfacing, the surface shall be cleaned thoroughly 49 of all loose material, silt spots, vegetation, and other objectionable matter. A mechanical 50 broom sweeper unit shall be used for all street cleaning. Kick brooms will not be allowed 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 48 for final, pre-treatment sweeping. Dust shall be controlled during street cleaning by 1 sprinkling the surface with water (if necessary) as directed by the Engineer. 2 3 The Contractor shall, as a part of placement of the micro-surfacing upon the roadway, 4 protect and cover survey monument covers, sewer lids, manhole covers, water valve 5 covers, drainage grates, inlets, railroad tracks, bridge handrails and expansion joints, 6 guardrails, curbs, road signs, guide posts, or other facilities. All of the items will be free of 7 micro-surfacing and available for easy access. The method of protection shall be 8 approved by the Engineer prior to installation. The protective coverings shall be removed 9 within 24 hours after the micro-surfacing has cured. All costs incurred by the Contractor 10 in necessary protective measures shall be included in the unit Contract prices for the 11 various Bid items of Work involved. 12 13 If the micro-surfacing is to be placed over a brick or Portland cement concrete surface, a 14 highly absorbent asphalt surface, or over an asphalt surface where the exposed aggregate 15 has become polished and slick, a tack coat of emulsified asphalt of the same type and 16 grade specified for the slurry and diluted with water (one part water to one part asphalt by 17 volume) shall be applied. The tack coat shall be applied with an asphalt distributor with 18 the normal application rate being from 0.05 to 0.10 gallons per square yard of diluted 19 emulsion. The Engineer shall give final approval to the rate of application. 20 21 The Contractor will perform all deep patching, leveling and adjustment of utilities in 22 advance of the micro-surfacing operation. Tree branches or foliage which will hinder the 23 proper placement of the micro-surfacing will be removed by the Contractor. 24 25 Application of Micro-Surfacing Mixture: The micro-surfacing mixture shall be uniformly 26 spread on the existing surfacing within the rate specified herein. 27 28 When wheel path depressions have a cross section that is deformed 0.5 in. or more, the 29 individual wheel paths must first be filled utilizing a wheel path depression box meeting the 30 requirements of these special provisions. Filling of wheel path depressions shall be 31 accomplished using Type III aggregate. Wheel path depression spread rates will vary with 32 depression depth. Minimum single application for wheel path depressions shall be 1 ½ 33 inches. Greater depths may require multiple applications in each depression. 34 35 Wheel path depression repair shall be constructed with a slight crown to permit initial traffic 36 compaction of the micro-surfacing. At least 12 hours of traffic compaction shall be allowed 37 on freshly filled wheel path depressions before additional lifts are applied as surface 38 courses. 39 40 No streaks, such as those caused by oversize aggregate, shall be left in the finished 41 surface. 42 43 If excess streaking develops, the job will be stopped until the Contractor proves to the 44 Engineer that the situation has been corrected. Excessive streaking will be defined as 45 more than four drag marks greater than ½ inch wide and 4 inches long, or 1 inch wide and 46 3 inches long, in any 30 sq. yd. area. No transverse ripples or longitudinal streaks of ¼ 47 inch in depth will be permitted, when measured by placing a 10 foot straight edge over the 48 surface. 49 50 Longitudinal joints shall correspond with the edges of traffic lanes and shall be butt joints 51 with overlaps not to exceed 3 inches. The Engineer may permit other patterns of 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 49 longitudinal joints, if such patterns will not adversely affect the quality of the finished 1 product, as determined by the Engineer. Partial width passes will only be used when 2 necessary and shall not be the last pass on any paved area. The joint shall have no more 3 thana 0.25 inch difference in elevation when measured by placing a 10 foot straight edge 4 over the joint and measuring the elevation difference. The Engineer may stop placement 5 of the material if excessive overlap or elevation difference occurs until the Contractor 6 corrects the workmanship. Longitudinal joints shall not be placed in bike lanes. 7 8 Building paper shall be placed at transverse joints, over previously placed micro-surfacing, 9 or other suitable methods, approved by the Engineer, used to avoid double placement of 10 micro-surfacing. Hand tools shall be available in order to remove spillage. Ridges or 11 bumps in the finished surface shall not be permitted. 12 13 The micro-surfacing shall possess sufficient stability so that premature breaking of the 14 material in the spreader box does not occur. The mixture shall be uniform and 15 homogenous after spreading on the surface and shall not show separation of the emulsion 16 and aggregate after setting. Under no circumstances shall water be sprayed directly into 17 the lay-down box while laying micro-surfacing material. 18 19 Areas which cannot be reached with the mixing machine shall be surfaced using hand 20 squeegees to provide complete and uniform coverage. If necessary, the area to be hand 21 worked shall be lightly damped prior to mix placement. Care shall be exercised to leave 22 no unsightly appearance from handwork. The same type of finish as applied by the 23 spreader box shall be required. 24 25 Care shall be taken to ensure straight lines along curbs and shoulders. No runoff on these 26 areas will be permitted. Lines at intersections will be kept straight to provide a good 27 appearance. If necessary, a suitable material shall be used to mask off the end of streets 28 to provide straight lines. 29 30 Final surfaces around ADA Ramps, catch basins, manholes and valve covers shall be 31 smooth. If the build-up around ADA Ramps, catch basins, manhole, and valve covers, 32 exceeds ¼ inch, the contractor shall smooth these areas out to not leave an abrupt edge. 33 34 Adequate means shall be provided to protect the micro-surfacing from damage by traffic 35 until such time that the mixture has cured sufficiently so that the micro-surfacing will not 36 adhere to and be picked up by the tires of vehicles or leave tire marks in the surface of the 37 micro-surface. At high traffic intersections and commercial driveways, sanding of the fresh 38 micro-surfacing will be allowed to allow traffic to cross perpendicular to the mat sooner 39 with the Engineer’s approval. 40 41 Final sweeping shall be done one to two weeks after micro-surfacing placement. 42 43 Patching and Correction of Defects: The completed surface shall be free of gaps, 44 ridges, depressions or other irregularities caused by the application of the micro-surfacing. 45 Defects such as raveling, lack of uniformity, or other imperfections caused by faulty 46 workmanship shall be corrected and new work shall not be started until such defects have 47 been remedied. 48 49 All improper workmanship and defective materials resulting from overheating, improper 50 handling or application, shall be removed from the roadway by the Contractor and be 51 replaced with approved materials and workmanship at no expense to the contracting 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 50 agency. For repair areas, a minimum 4-foot-wide pass for a minimum of 10 feet will be 1 required to be made. The width and length of the repair shall be approved by the Engineer. 2 3 Finish and Cleanup: The Contractor shall remove all residual micro-surfacing from curbs, 4 manhole covers, valve boxes, catch basin grates, or other utility structures located in the 5 project area. If necessary, after the micro-surfacing has been applied, catch basins shall 6 be cleaned of micro-surfacing residual. All micro-surfacing material more than one (1) inch 7 above road surface on curb faces shall be removed by means of sand blasting. 8 9 5-02.4 Measurement – Micro-Surfacing 10 Section 5-04.2 is supplemented with the following: 11 12 (******) 13 All treatments will be measured by the square yard of street surface covered. 14 15 The amounts shown on the attached Project List are approximations. The Contractor shall 16 be responsible for the measurement of the areas covered. In the event that there is a 17 discrepancy between the amounts shown in the contract and the actual amount measured, 18 the burden of proof shall fall to the contractor. 19 20 5-02.5 Payment – Micro-Surfacing 21 Section 5-02.5 is supplemented with the following: 22 23 (******) 24 “Micro-Surfacing Type 2”, per square yard 25 The unit contract price per square yard shall be full pay for all costs of material, mix design, 26 labor, tools, and equipment necessary to complete the work as specified. SPCC Plan, 27 preparation of existing surfaces, property owner notification, removal of raised pavement 28 markers, removal of pavement markings, temporary pavement markings, 29 sweeping/brooming as necessary, and temporary erosion and water pollution control shall 30 be included in these items. 31 32 5-02 Bituminous Surface Treatment – Chip Seal 33 34 5-02.1 Description – Chip Seal 35 Section 5-02.1 is supplemented with the following: 36 37 (******) 38 5-02.1(5) Chip Seal 39 An initial application of chip sealing will be utilized to address and patch minor alligator 40 cracking and/or address minor rutting in limited areas at various locations along the 41 roadways as designated by the Engineer. The work will be performed prior to installing the 42 first layer of full lane width chip sealing. 43 44 5-02.3 Construction Requirements – Chip Seal 45 Section 5-02.3 is supplemented with the following: 46 47 (******) 48 Remove raised pavement markers prior to chip sealing roads with raised pavement 49 markers. 50 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 51 The Contractor is responsible for quantity documentation to substantiate the weight of 1 Cationic Emulsified Asphalt used. Trucks transporting this material that arrive partially full 2 or leave partially full shall be re-weighed in accordance with section 1-09 of the standard 3 specifications. 4 5 Spreader equipment shall be equipped with meters. The Contractor shall provide records 6 of the volume of Cationic Emulsified Asphalt used each day and for each group of 7 roadways shown in the Road List in Appendix B. 8 9 Submittals: 10 The Contractor shall submit the following items two weeks in advance of the work for 11 approval: 12 1. Course and fine aggregate samples as needed for materials testing. 13 2. Affinity test documentation and samples. Provide affinity testing from the 14 emulsion supplier to verify the compatibility of the emulsion and the cover 15 stones. 16 17 5-02.3(5) Application of Aggregates 18 The Fourth Paragraph of Section 5-02.3(5) is revised to read: 19 20 (******) 21 A minimum of 2 pneumatic tired rollers providing a minimum of 2 complete coverages to 22 the Roadway immediately behind the spreading equipment for the course aggregate shall 23 be required. 24 25 5-02.4 Measurement – Chip Seal 26 Section 5-04.2 is supplemented with the following: 27 28 (******) 29 All treatments will be measured by the square yard of street surface covered. 30 31 The amounts shown on the attached Project List are approximations. The Contractor shall 32 be responsible for the measurement of the areas covered. In the event that there is a 33 discrepancy between the amounts shown in the contract and the actual amount measured, 34 the burden of proof shall fall to the contractor. 35 36 5-02.5 Payment – Chip Seal 37 Section 5-02.5 is supplemented with the following: 38 39 (******) 40 “3/8” Crushed Rock Chip Seal,” per square yard 41 The unit contract price per square yard shall be full pay for all costs of material, mix design, 42 labor, tools, and equipment necessary to complete the work as specified. SPCC Plan, 43 preparation of existing surfaces, property owner notification, raised pavement markers, 44 removal of pavement markings, temporary pavement markings, sweeping/brooming as 45 necessary, and temporary erosion and water pollution control shall be included in these 46 items. 47 48 5-02 Bituminous Surface Treatment – Fog Seal 49 50 5-02.1 Description – Fog Seal 51 5-02.1(3) Pavement Sealers – Fog Seal 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 52 Section 5-02.3 is supplemented with the following: 1 2 (******) 3 Fog seal shall be applied to all 3/8” – No. 4 chip seal roads. 4 5 5-02.3 Construction Requirements – Fog Seal 6 Section 5-02.3 is supplemented with the following: 7 8 (******) 9 The Contractor shall have a representative authorized to make decisions for the fog seal 10 operation on-site at all times during work activities. 11 12 5-02.3(3) Application of Emulsified Asphalt and Aggregate 13 Delete the last paragraph of Section 5-02.3(3) and replace it with the following: 14 15 (******) 16 Fog sealing shall be applied no sooner than 3 days, but no later than 14 days after 17 seal coat. Newly placed aggregates shall be swept a maximum of one (1) day prior to 18 the fog seal application. 19 20 5-02.4 Measurement – Fog Seal 21 Section 5-02.4 is supplemented with the following: 22 23 (******) 24 All treatments will be measured by the square yard of street surface covered. 25 26 The amounts shown on the attached Project List are approximations. The Contractor shall 27 be responsible for the measurement of the areas covered. In the event that there is a 28 discrepancy between the amounts shown in the contract and the actual amount measured, 29 the burden of proof shall fall to the contractor. 30 31 5-02.5 Payment – Fog Seal 32 Section 5-02.5 is supplemented with the following: 33 34 (******) 35 “Asphalt for Fog Seal,” per square yard 36 The unit contract price per square yard shall be full pay for all costs of material, mix design, 37 labor, tools, and equipment necessary to complete the work as specified. SPCC Plan, 38 preparation of existing surfaces, property owner notification, raised pavement markers, 39 removal of pavement markings, temporary pavement markings, sweeping/brooming as 40 necessary, and temporary erosion and water pollution control shall be included in these 41 items. 42 43 Division 8 44 Miscellaneous Construction 45 46 8-01 Erosion Control and Water Pollution Control 47 48 8-01.1 Description 49 Section 8-01.1 is supplemented with the following: 50 51 (******) 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 53 All references in Section 8-01 to “Temporary Erosion and Sediment Control” and “TESC” 1 shall be revised to read “Stormwater Pollution Prevention” and “SWPP” respectively. 2 3 8-01.5 Payment 4 Section 8-01.5 is supplemented with the following: 5 6 (******) 7 All costs for erosion and water pollution control shall be considered incidental to and 8 included in the associated bid prices of the Contract. 9 10 8-22 Pavement Marking 11 8-22.3 Construction Requirements 12 8-22.3(6) Removal of Pavement Markings 13 The third paragraph of Section 8-22.3(6) is revised to read: 14 15 8-22.3(6) is supplemented with the following: 16 17 (******) 18 19 The Contractor shall submit to the Engineer for review and approval the method or 20 methods to be used for pavement marking removal. Striping removal by hydrojet or 21 grinding will be allowed. 22 23 Plastic markings, legends, symbols and arrows shall be removed and swept prior to 24 placement of surface treatments for all treatment types. On streets receiving a slurry 25 seal treatment, existing paint lines wider than 4” and double yellow lines shall be 26 removed. Paint lines wider than 4” which are faded may not be required to be removed 27 with the Engineer’s approval. 28 29 All existing pavement markings in areas where replacement striping dimensions will 30 vary from existing markings shall be removed and swept prior to placement of surface 31 treatments. Quantities for this work in these areas are reflected in the bid proposal. 32 33 Raised pavement markers shall be removed flush with the pavement surface. No 34 portion of the raised pavement markers are to remain. Epoxy/adhesive build-up shall 35 be removed entirely. The Contractor shall submit to the Engineer for approval the 36 method or methods to be used for raised pavement marking removal. Removing 37 raised pavement markers by grinding is not permitted. All removed raised pavement 38 markers shall be disposed in a manner acceptable to the Engineer. 39 40 Striping shall be installed no sooner than 7 and no later than 14 calendar days after 41 the surface treatment has been placed, unless otherwise approved by the Engineer, to 42 minimize paint draw down into the new surface. 43 44 Time is of the essence to minimize inconvenience to the public, balance the City’s 45 management resources, and maintain safe streets for the public. Because of the 46 potential impacts, the City will assess a performance penalty if the lanes are not striped 47 within the timeframe defined above. The contractor will be charged $0.10 per linear 48 foot of street length that is not striped before the 14-calendar-day deadline. 49 50 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 54 The layout of markings shall be done by the Contractor and reviewed and approved 1 by the Engineer prior to placement. Striping that is performed before receiving 2 approval from the Engineer will not be paid. 3 4 8-22.4 Measurement 5 Section 8-22.4 is supplemented with the following: 6 7 (******) 8 “Painted 4” Line” shall be measured by the linear foot. 9 “Painted 6” Line” measured by the linear foot. 10 “Plastic Stop Line” measured by the linear foot. 11 “24” Plastic Crosswalk Line” measured by the square foot. 12 “Plastic Traffic Arrow” measured per each. 13 “Thermoplastic Triangle Speed Bump Marking” measured per each. 14 “Removing Plastic Traffic Markings” measured per each. 15 “Removing Raised Pavement Markings” measured by lump sum. 16 17 Removing of plastic line, including stop bars up to 24” wide, will be measured as one line 18 per “Removing Plastic Line”. 19 20 Removing plastic traffic marking includes removal of traffic arrows, traffic letters, bicycle 21 lane symbols, and speed bump markings. Removing plastic traffic marking shall be 22 measured per each. 23 24 8-22.5 Payment 25 Section 8-22.5 is supplemented with the following: 26 27 (******) 28 “Painted 4” Line” paid by the linear foot. 29 “Painted 6” Line” paid by the linear foot. 30 “Plastic Stop Line” paid by the linear foot. 31 “24” Plastic Crosswalk Line” paid by the square foot. 32 “Plastic Traffic Arrow” paid per each. 33 “Thermoplastic Triangle Speed Bump Marking” paid per each. 34 “Removing Plastic Traffic Markings” paid per each. 35 “Removing Raised Pavement Markings” paid by lump sum. 36 37 Removal of plastic lines, including wide plastic line and stop bars up to 24” wide, will be 38 paid under “Removing Plastic Line” bid item. 39 40 8-23 Temporary Pavement Markings 41 8-23.2 Materials 42 Section 8-23.2 is supplemented with the following: 43 44 (******) 45 Temporary flexible raised pavement markers shall be used for temporary lane markings. 46 Temporary marking tape will not be allowed for temporary pavement markings. 47 48 8-23.3 Construction Requirements 49 8-23.3(2) Preliminary Spotting 50 Section 8-23.3 is supplemented with the following: 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 55 (******) 1 The layout of markings shall be done by the Contractor and reviewed and approved 2 by the Engineer prior to placement. 3 4 8-23.5 Payment 5 Section 8-23.5 is supplemented with the following: 6 7 (******) 8 All costs for installing temporary pavement markings shall be included in the unit 9 contract price for the class of HMA pavement placed. 10 11 (******) 12 All costs for temporary pavement markings shall be considered incidental to and 13 included in the associated bid prices of the Contract. Work shall not occur until 7 14 calendar days after placement of surface treatment. 15 16 Division 9 17 Materials 18 19 Appendices 20 (January 2, 2012) 21 The following appendices are attached and made a part of this contract: 22 23 *** 24 Appendix A – Project Road Map 25 Appendix B – Project Road List 26 *** 27 28 (February 3, 2020) 29 Standard Plans 30 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-31 01 transmitted under Publications Transmittal No. PT 16-048, effective September 3, 2019 is 32 made a part of this contract. 33 34 The Standard Plans are revised as follows: 35 36 A-50.10 37 Sheet 2 of 2, Plan, with Single Slope Barrier, reference C-14a is revised to C-70.10 38 39 A-50.20 40 Sheet 2 of 2, Plan, with Anchored Barrier, reference C-14a is revised to C-70.10 41 42 A-50.30 43 Sheet 2 of 2, Plan (top), reference C-14a is revised to C-70.1 44 45 B-10.60 46 DELETED 47 48 B-82.20 49 DELETED 50 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 56 1 B-90.40 2 Valve Detail – DELETED 3 4 C-1 5 Delete Note 1. 6 7 Revise Note 2 to read “Remove all rail washers, also called “Snow Load Rail Washers”, 8 when encountered during raising beam guardrail work and the guardrail raising work 9 requires removal of the rail. 10 11 Re-number all notes. 12 13 C-4b 14 DELETED 15 16 C-4e 17 DELETED 18 19 C-8a 20 Delete “Section A-A, Type 4 Detail 21 22 C-20.11 23 Delete Notes 1 & 2. Re-Number all notes. 24 Delete “ Snow Load Post Washer” and “Snow Load Rail Washer” details. 25 26 C-20.19 27 DELETED 28 29 C-22.14 30 DELETED 31 32 C-22.16 33 Note 3, formula, was: “Elevation G = (Elevation S – D x (0.1) + 31” is revised to read: 34 “Elevation G = (Elevation S – D x (0.1) + 31/12” 35 36 C-22.45 37 For the SOFTSTOP (TL-2) elevation view detail, the callout “SOFTSTOP (TL-2) SYSTEM 38 LENGTH = 38’ – 4 1/2"” is revised to read “SOFTSTOP (TL-2) SYSTEM LENGTH = 38’ 39 – 3 1/2"”. 40 41 C-40.14 42 DELETED 43 44 C-60.10 45 Sheet 1, Side Elevation: The bottom set of ① - #4 horizontal rebar (2x) located at the 46 base of the barrier is repositioned to be aligned with the bottom of ② - #4 stirrup bars to 47 match the bar positioning shown on Sheet 1, Section A. 48 49 Sheet 1, Reinforcing Steel Bending Diagram, ③ - Pin Slot Bar detail: Add the following 50 callout to the detail, “HOT DIP GALVANIZE AFTER FABRICATION (ASTM A123 OR 51 AASHTO M 111)”. 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 57 1 Sheet 2, ANCHORING PIN ASSEMBLY DETAIL: The first line of the description under 2 the title was “1 1/2” DIAMETER (ASTM A36), COLD ROLL” is now changed to “1 1/2” 3 DIAMETER (ASTM A36), HOT ROLL”. 4 5 C-70.10 6 Sheet 1, Note 1 was - “1. PERMANENT INSTALLATION requirements: Embed barrier 3” 7 (in) minimum; …” is revised to read: “1. Installation requirements: Embed barrier 3” (in) 8 minimum in asphalt or concrete; embed barrier 10” (in) minimum in soil; …” 9 10 Sheet 1, existing Notes 2 and 4 are deleted. Existing Note 3 is renumbered to Note 2. 11 12 Sheet 1, add new Note 3, “3. See Sheet 2 for barrier with a 2’-10” reveal installed in 13 asphalt or concrete. See Sheet 3 for barrier with a 3’-6” reveal installed in asphalt or 14 concrete.” 15 16 Sheet 1, Elevation: The dimension from the barrier end to the barrier lifting slot was “3’ – 17 4” (TYP)” is now changed to “4’ – 8” (TYP)”, and the barrier lifting slot dimension was “5’ 18 – 0” (TYP)” is now changed to “3’ – 0” (TYP)”. 19 20 Sheet 2, the detail titled “3’ – 6” BARRIER FOR USE WITH A 0” (IN) TO 5” (IN) MAX. 21 GRADE SEPARATION” has the following changes: 22 1. The detail title is changed to “3’ – 6” BARRIER FOR USE WITH A 0” (IN) TO 4” (IN) 23 MAX. GRADE SEPARATION”. 24 2. The callout “GRADE SEPARATION--5” MAX.” is changed to “GRADE SEPARATION--25 4” MAX.” 26 27 C-75.10 28 Note 2 is deleted. Renumber subsequent notes. 29 30 C-75.20 31 Note 2 is deleted. Renumber subsequent notes. 32 33 C-75.30 34 Note 2 is deleted. Renumber subsequent notes. 35 36 C-85.11 37 Add new Note 3 “3. The intended use of this plan is for placing concrete barrier in front of 38 bridge piers on bridge retrofit projects only. Contact the HQ Bridge traffic barrier specialist 39 before using this barrier placement plan for projects involving new or reconstructed 40 bridges.” 41 42 C-85.14 43 DELETED 44 45 C-90.10 46 DELETED 47 48 D-10.10 49 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 50 barriers attached on top of the wall are considered non-standard and shall be designed 51 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 58 in accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions 1 stated in the 11/3/15 Bridge Design memorandum. 2 3 D-10.15 4 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 5 barriers attached on top of the wall are considered non-standard and shall be designed 6 in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 7 Bridge Design memorandum. 8 9 D-10.30 10 Wall Type 5 may be used in all cases. 11 12 D-10.35 13 Wall Type 6 may be used in all cases. 14 15 D-10.40 16 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 17 barriers attached on top of the wall are considered non-standard and shall be designed 18 in accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 19 Bridge Design memorandum. 20 21 D-10.45 22 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 23 barriers attached on top of the wall are considered non-standard and shall be designed 24 in accordance with the current WSDOT BDM and the revisions stated in the revisions 25 stated in the 11/3/15 Bridge Design memorandum. 26 27 D-15.10 28 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” 29 are withdrawn. Special designs in accordance with the current WSDOT BDM are required 30 in place of these STD Plans. 31 32 D-15.20 33 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” 34 are withdrawn. Special designs in accordance with the current WSDOT BDM are required 35 in place of these STD Plans. 36 37 D-15.30 38 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” 39 are withdrawn. Special designs in accordance with the current WSDOT BDM are required 40 in place of these STD Plans. 41 42 F-10.12 43 Section Title, was – “Depressed Curb Section” is revised to read: “Depressed Curb and 44 Gutter Section” 45 46 F-10.40 47 “EXTRUDED CURB AT CUT SLOPE”, Section detail - Deleted 48 49 F-10.42 50 DELETE – “Extruded Curb at Cut Slope” View 51 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 59 G-25.10 1 Key Note 3, second sentence, was – “For single-post installations, divide the 2 (#2w/diamond shape symbol) post MAX. XYZ in half.” Is revised to read: “For single-post 3 installations, divide the two-post MAX. XYZ in half.” 4 5 G-60.10 6 DELETED 7 8 G-60.20 9 DELETED 10 11 G-60.30 12 DELETED 13 14 G-70.10 15 DELETED 16 17 G-70.20 18 DELETED 19 20 H-70.20 21 Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan I-70.10 is 22 revised to H-70.10 23 24 J-10.21 25 Note 18, was – “When service cabinet is installed within right of way fence, see Standard 26 Plan J-10.22 for details.” Is revised to read; “When service cabinet is installed within right 27 of way fence, or the meter base is mounted on the exterior of the cabinet, see Standard 28 Plan J-10.22 for details.” 29 30 J-10.22 31 Key Note 1, was – “Meter base per serving utility requirements~ as a minimum, the meter 32 base shall be safety socket box with factory-installed test bypass facility that meets the 33 requirements of EUSERC drawing 305.” Is revised to read; “Meter base per serving utility 34 requirements~ as a minimum, the meter base shall be safety socket box with factory-35 installed test bypass facility that meets the requirements of EUSERC drawing 305. When 36 the utility requires meter base to be mounted on the side or back of the service cabinet, 37 the meter base enclosure shall be fabricated from type 304 stainless steel.” 38 Key Note 4, “Test with (SPDT Snap Action, Positive close 15 Amp – 120/277 volt “T” 39 rated). Is revised to read: “Test Switch (SPDT snap action, positive close 15 amp – 40 120/277 volt “T” rated).” 41 Key Note 14, was – “Hinged dead front with ¼ turn fasteners or slide latch.” Is revised to 42 read; “Hinged dead front with ¼ turn fasteners or slide latch. ~ Dead front panel bolts 43 shall not extend into the vertical limits of the breaker array(s).” 44 Key Note 15, was – “Cabinet Main Bonding Jumper. Buss shall be 4 lug tinned copper. 45 See Cabinet Main bonding Jumper detail, Standard Plan J-3b.“ is revised to read; 46 “Cabinet Main Bonding Jumper Assembly ~ Buss shall be 4 lug tinned copper ~ See 47 Standard Plan J-10.20 for Cabinet Main Bonding Jumper Assembly details.” 48 Note 1, was – “…socket box mounting detail, see Standard Plan J-3b.” is revised to read 49 to read: “…socket box mounting detail, see Standard Plan J-10.20.” 50 Note 6, was – “…See door hinge detail, Standard Plan J-3b.” is revised to read: “…See 51 door hinge detail, Standard Plan J-10.20.” 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 60 1 J-20.26 2 Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton 3 post.” 4 5 J-20.16 6 View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE 7 8 J-21.10 9 Sheet 1, Elevation View, Round Concrete Foundation Detail, callout – “ANCHOR BOLTS 10 ~ ¾” (IN) x 30” (IN) FULL THREAD ~ THREE REQ’D. PER ASSEMBLY” IS REVISED TO 11 READ: “ANCHOR BOLTS ~ ¾” (IN) x 30” (IN) FULL THREAD ~ FOUR REQ’D. PER 12 ASSEMBLY” 13 Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top 14 of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR.. Delete “(TYP.)” from 15 the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 16 2 # 4 reinf. Bar. 17 Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top 18 of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from 19 the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 20 1 # 4 reinf. Bar. 21 Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top 22 of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from 23 the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 24 2 # 4 reinf. Bar. 25 Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top 26 of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from 27 the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 28 1 # 4 reinf. Bar. 29 Detail F, callout, “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping 30 Bolts (see Note 3)” is revised to read; “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. 31 Torque Clamping Bolts (see Note 1)” 32 Detail F, callout, “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Four Required (See Note 4)” is 33 revised to read; “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Three Required (See Note 2)” 34 35 J-21.15 36 Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE 37 NIPPLE ~ 1 ½” (IN) DIAM. 38 39 J-21.16 40 Detail A, callout, was – LOCKNIPPLE, is revised to read; CHASE NIPPLE 41 42 J-22.15 43 Ramp Meter Signal Standard, elevation, dimension 4’ - 6” is revised to read; 6’-0” 44 (2x) Detail A, callout, was – LOCK NIPPLE ~ 1 ½” DIAM. is revised to read; CHASE 45 NIPPLE ~ 1 ½” (IN) DIAM. 46 47 J-28.24 48 Case E and Case F Section View dimension callout, “3’ – 0” MIN. FOR BEAM 49 GUARDRAIL, 4’ – 0” MIN. FOR CONC. BARRIER TYPE 2” is revised to read, “5’ – 0” 50 MIN. FOR BEAM GUARDRAIL, 8’ – 0” MIN. FOR UNANCHORED TYPE F CONC. 51 BARRIER, 4’ – 0” MIN. FOR ANCHORED TYPE F CONC. BARRIER”. 52 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 61 1 J-40.10 2 Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S. 3 FLAT WASHER” is revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2” 4 (IN) S. S. FLAT WASHER” 5 6 J-75.20 7 Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel 8 Bands”, add the following to the end of the note: “Alternate: Stainless steel cable with 9 stainless steel ends, nuts, bolts, and washers may be used in place of stainless steel 10 bands and associated hardware.” 11 12 J-81.10 13 Power Distribution Block Diagram, lower left corner, Sheet 1 of 3; Switch Pack 2; circuit 14 623 (T4-5) [middle ckt] is revised to read; circuit 622 (T4-5). 15 16 K-80.10 17 SIGN INSTALLATION (BEHIND TRAFFIC BARRIER) detail dimension callout, “3’ MIN.” 18 is revised to read, “5’ MIN.”. 19 20 K-80.30 21 DELETED 22 23 K-80.35 24 Add New Note 1 – “1. The intended use of this plan is for the temporary installation of 25 Type 2 concrete barrier (See Standard Plan C-8) on cement concrete pavement, bridge 26 decks, or hot mix asphalt pavement, and Type F concrete barrier on cement concrete 27 pavement or bridge decks. 28 29 Re-number all notes. 30 31 The TYPE 1 ANCHOR detail description “TEMPORARY INSTALLATION OF PRECAST 32 CONC. BARRIER TYPE 2 (STD. PLAN C-8) AND TEMPORARY CONC. BARRIER (F-33 SHAPE) (STD. PLAN K-80.30) ON CEMENT CONC. PAVEMENT OR BRIDGE DECK” is 34 revised to read, “TEMPORARY INSTALLATION OF PRECAST CONC. BARRIER TYPE 35 F (STD. PLAN C-60.10) OR PRECAST CONC. BARRIER TYPE 2 (STD. PLAN C-8) ON 36 CEMENT CONC. PAVEMENT OR BRIDGE DECK.” 37 38 The TYPE 3 ANCHOR detail description “TEMPORARY INSTALLATION OF PRECAST 39 CONC. BARRIER TYPE 2 (STD. PLAN C-8) AND TEMPORARY CONC. BARRIER (F-40 SHAPE) (STD. PLAN K-80.30) ON HOT MIX ASPHALT PAVEMENT” is revised to read, 41 “TEMPORARY INSTALLATION OF PRECAST CONC. BARRIER TYPE 2 (STD. PLAN 42 C-8) ON HOT MIX ASPHALT PAVEMENT.” 43 44 K-80.37 45 Revise Note 1 to read:“1. The intended use of this plan is for the temporary installation of 46 Type F NARROW BASE concrete barrier (See Standard Plan C-60.10) or Type 4 (Type 47 2 Narrow Base – See Std. Plan C-8a) Concrete Barrier on cement concrete pavement, 48 bridge decks.” 49 50 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 62 Replace all callouts stating “NARROW BASE, ALTERNATIVE TEMPORARY 1 CONCRETE BARRIER SEGMENT” with “Type F NARROW BASE or Type 4 (Type 2 2 Narrow Base) concrete barrier segment.” 3 4 M-3.50 5 Double-Left Turn Channelization (with Right Turn Pocket) view, dimension, upper left 6 corner, “taper” dimension; callout – was “40’ if Posted Speed is 40 MPH or less 100’ if 7 Posted Speed is more than 40 MPH” is revised to read; “See Contract” 8 9 M-5.10 10 Right-Turn Channelization view, dimension, upper right corner, “taper” dimension; callout 11 – was “50’ MIN.” is revised to read; “See Contract” 12 13 M-12.10 14 Add Note 5. “Check with Region Traffic Office for RPM and Guidepost placements.” 15 16 M-24.50 17 DELETED 18 19 The following are the Standard Plan numbers applicable at the time this project was 20 advertised. The date shown with each plan number is the publication approval date 21 shown in the lower right-hand corner of that plan. Standard Plans showing different dates 22 shall not be used in this contract. 23 24 A-10.10-00........8/7/07 A-40.00-00.........8/11/09 A-50.30-00…....11/17/08 A-10.20-00......10/5/07 A-40.10-04.........7/31/19 A-50.40-00…....11/17/08 A-10.30-00......10/5/07 A-40.15-00.........8/11/09 A-60.10-03........12/23/14 A-20.10-00......8/31/07 A-40.20-04.........1/18/17 A-60.20-03.........12/23/14 A-30.10-00......11/8/07 A-40.50-02.........12/23/14 A-60.30-01..........6/28/18 A-30.30-01......6/16/11 A-50.10-00…....11/17/08 A-60.40-00..........8/31/07 A-30.35-00.......10/12/07 A-50.20-01…......9/22/09 25 B-5.20-02........1/26/17 B-30.50-03.........2/27/18 B-75.20-02..........2/27/18 B-5.40-02.........1/26/17 B-30.70-04.........2/27/18 B-75.50-01..........6/10/08 B-5.60-02.........1/26/17 B-30.80-01..........2/27/18 B-75.60-00............6/8/06 B-10.20-02........3/2/18 B-30.90-02........1/26/17 B-80.20-00.........6/8/06 B-10.40-01........1/26/17 B-35.20-00..........6/8/06 B-80.40-00.........6/1/06 B-10.70-00……1/26/17 B-35.40-00..........6/8/06 B-85.10-01.........6/10/08 B-15.20-01........2/7/12 B-40.20-00..........6/1/06 B-85.20-00..........6/1/06 B-15.40-01........2/7/12 B-40.40-02........1/26/17 B-85.30-00..........6/1/06 B-15.60-02........1/26/17 B-45.20-01..........7/11/17 B-85.40-00..........6/8/06 B-20.20-02.......3/16/12 B-45.40-01..........7/21/17 B-85.50-01.........6/10/08 B-20.40-04.......2/27/18 B-50.20-00..........6/1/06 B-90.10-00….......6/8/06 B-20.60-03.......3/15/12 B-55.20-02..........2/27/18 B-90.20-00..........6/8/06 B-25.20-02........2/27/18 B-60.20-01..........6/28/18 B-90.30-00..........6/8/06 B-25.60-02.........2/27/18 B-60.40-01..........2/27/18 B-90.40-01..........1/26/17 B-30.10-03.........2/27/18 B-65.20-01..........4/26/12 B-90.50-00..........6/8/06 B-30.15-00……..2/27/18 B-65.40-00..........6/1/06 B-95.20-01..........2/3/09 B-30.20-04.........2/27/18 B-70.20-00..........6/1/06 B-95.40-01..........6/28/18 B-30.30-03.........2/27/18 B-70.60-01..........1/26/17 B-30.40-03..........2/27/18 26 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 63 C-1....................6/28/18 C-20.15-02..........6/11/14 C-40.18-03........7/21/17 C-1a.................7/14/15 C-20.18-02..........6/11/14 C-60.10-00…….8/22/19 C-1b...................7/14/15 C-20.19-02..........6/11/14 C-70.10-01........6/17/14 C-1d................10/31/03 C-20.40-06..........7/21/17 C-75.10-01........6/11/14 C-2c..................6/21/06 C-20.41-01..........7/14/15 C-75.20-01........6/11/14 C-4f...................7/2/12 C-20.42-05..........7/14/15 C-75.30-01........6/11/14 C-6a................10/14/09 C-20.45.01...........7/2/12 C-80.10-01........6/11/14 C-7.....................6/16/11 C-22.16-06........7/21/17 C-80.20-01........6/11/14 C-7a...................6/16/11 C-22.40-06........7/21/17 C-80.30-01........6/11/14 C-8.....................2/10/09 C-22.45-03........7/21/17 C-80.40-01........6/11/14 C-8a...................7/25/97 C-23.60-04........7/21/17 C-80.50-00........4/8/12 C-8b....................2/29/16 C.24.10-01........6/11/14 C-85.10-00........4/8/12 C-8e....................2/21/07 C-25.20-06........7/14/15 C-85.11-00........4/8/12 C-8f.....................6/30/04 C-25.22-05........7/14/15 C-85.14-01........6/11/14 C-16a.................7/21/17 C-25.26-03........7/14/15 C-85.15-01........6/30/14 C-20.10-04.........7/21/17 C-25.30-00…….6/28/18 C-85.16-01........6/17/14 C-20.11-00……..7/21/17 C-25.80-04........7/15/16 C-85-18-01........6/11/14 C-20.14-03..........6/11/14 C-40.16-02........7/2/12 C-85.20-01........6/11/14 1 D-2.04-00........11/10/05 D-2.48-00........11/10/05 D-3.17-02……5/9/16 D-2.06-01........1/6/09 D-2.64-01........1/6/09 D-4.................12/11/98 D-2.08-00........11/10/05 D-2.66-00........11/10/05 D-6...................6/19/98 D-2.14-00........11/10/05 D-2.68-00........11/10/05 D-10.10-01......12/2/08 D-2.16-00........11/10/05 D-2.80-00........11/10/05 D-10.15-01......12/2/08 D-2.18-00........11/10/05 D-2.82-00........11/10/05 D-10.20-01.........8/7/19 D-2.20-00........11/10/05 D-2.84-00........11/10/05 D-10.25-01.........8/7/19 D-2.32-00........11/10/05 D-2.86-00........11/10/05 D-10.30-00.........7/8/08 D-2.34-01........1/6/09 D-2.88-00........11/10/05 D-10.35-00.........7/8/08 D-2.36-03........6/11/14 D-2.92-00........11/10/05 D-10.40-01......12/2/08 D-2.42-00........11/10/05 D-3.09-00........5/17/12 D-10.45-01......12/2/08 D-2.44-00........11/10/05 D-3.10-01……5/29/13 D-2.60-00........11/10/05 D-3.11 -03……6/11/14 D-2.62-00........11/10/05 D-3.15-02……6/10/13 D-2.46-01........6/11/14 D-3.16-02……5/29/13 2 E-1....................2/21/07 E-4....................8/27/03 E-2....................5/29/98 E-4a..................8/27/03 3 F-10.12-03.......6/11/14 F-10.62-02........4/22/14 F-40.15-03........6/29/16 F-10.16-00.......12/20/06 F-10.64-03........4/22/14 F-40.16-03........6/29/16 F-10.18-01.........7/11/17 F-30.10-03........6/11/14 F-45.10-02........7/15/16 F-10.40-03...........6/29/16 F-40.12-03........6/29/16 F-80.10-04........7/15/16 F-10.42-00.........1/23/07 F-40.14-03........6/29/16 4 G-10.10-00........9/20/07 G-25.10-04.......6/10/13 G-95.10-02........6/28/18 G-20.10-02........6/23/15 G-26.10-00……7/31/19 G-95.20-03........6/28/18 G-22.10-04..........6/28/18 G-30.10-04.......6/23/15 G-95.30-03........6/28/18 G-24.10-00......11/8/07 G-50.10-03.......6/28/18 G-24.20-01......2/7/12 G-90.10-03……7/11/17 G-24.30-02......6/28/18 G-90.11 -00……4/28/16 G-24.40-07.....6/28/18 G-90.20-05……7/11/17 G-24.50-05.....8/7/19 G-90.30-04……7/11/17 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 64 G-24.60-05.....6/28/18 G-90.40-02……4/28/16 1 H-10.10-00..........7/3/08 H-32.10-00.......9/20/07 H-70.10-01......2/7/12 H-10.15-00..........7/3/08 H-60.10-01.........7/3/08 H-70.20-01......2/16/12 H-30.10-00......10/12/07 H-60.20-01.........7/3/08 H-70.30-02......2/7/12 2 I-10.10-01.........8/11/09 I-30.20-00.........9/20/07 I-40.20-00.........9/20/07 I-30.10-02.........3/22/13 I-30.30-02.........6/12/19 I-50.20-01..........6/10/13 I-30.15-02.........3/22/13 I-30.40-02.......6/12/19 I-60.10-01..........6/10/13 I-30.16-01.........7/11/19 I-30.60-02.........6/12/19 I-60.20-01..........6/10/13 I-30.17-01.........6/12/19 I-40.10-00.........9/20/07 I-80.10-02..........7/15/16 3 J-10..................7/18/97 J-28.40-02......6/11/14 J-60.13-00…....6/16/10 J-10.10-03……6/3/15 J-28.42-01.......6/11/14 J-60.14-01……7/31/19 J-10.15-01........6/11/14 J-28.43-01.......6/28/18 J-75.10-02……7/10/15 J-10.16-00……6/3/15 J-28.45-03.......7/21/16 J-75.20-01……7/10/15 J-10.17-00……6/3/15 J-28.50-03.......7/21/16 J-75.30-02…….7/10/15 J-10.18-00……6/3/15 J-28.60-02.......7/21/16 J-75.40-02……6/1/16 J-10.20-02……7/31/19 J-28.70-03.......7/21/17 J-75.41-01……6/29/16 J-10.21-00……6/3/15 J-29.10-01.......7/21/16 J-75.45-02……6/1/16 J-10.22-00........5/29/13 J-29.15-01.......7/21/16 J-80.10-00……6/28/18 J-10.25-00……7/11/17 J-29.16-02.......7/21/16 J-80.15-00……6/28/18 J-12.15-00……6/28/18 J-30.10-00…...6/18/15 J-81.10-00……6/28/18 J-12.16-00……6/28/18 J-40.05-00……7/21/16 J-86.10-00……6/28/18 J-15.10-01........6/11/14 J-40.10-04…...4/28/16 J-90.10-03…….6/28/18 J-15.15-02……7/10/15 J-40.20-03…...4/28/16 J-90.20-03…….6/28/18 J-20.10-04........7/31/19 J-40.30-04……4/28/16 J-90.21-02……6/28/18 J-20.11-03........7/31/19 J-40.35-01……5/29/13 J-90.50-00……6/28/18 J-20.15-03........6/30/14 J-40.36-02……7/21/17 J-20.16-02........6/30/14 J-40.37-02……7/21/17 J-20.20-02........5/20/13 J-40.38-01.......5/20/13 J-20.26-01........7/12/12 J-40.39-00……5/20/13 J-21.10-04......6/30/14 J-40.40-02……7/31/19 J-21.15-01......6/10/13 J-45.36-00……7/21/17 J-21.16-01......6/10/13 J-50.05-00……7/21/17 J-21.17-01......6/10/13 J-50.10-01…….7/31/19 J-21.20-01......6/10/13 J-50.11-02…….7/31/19 J-22.15-02......7/10/15 J-50.12-02…….8/7/19 J-22.16-03......7/10/15 J-50.13-00…….8/22/19 J-26.10-03…..7/21/16 J-50.15-01…….7/21/17 J-26.15-01…..5/17/12 J-50.16-01…….3/22/13 J-26.20-01…..6/28/18 J-50.18-00…….8/7/19 J-27.10-01…..7/21/16 J-50.19-00…….8/7/19 J-27.15-00…..3/15/12 J-50.20-00…….6/3/11 J-28.10-02......8/7/19 J-50.25-00…….6/3/11 J-28.22-00.......8/07/07 J-50.30-00…….6/3/11 J-28.24-01.......6/3/15 J-60.05-01…….7/21/16 J-28.26-01......12/02/08 J-60.11-00…....5/20/13 J-28.30-03......6/11/14 J-60.12-00…....5/20/13 4 K-70.20-01.......6/1/16 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 PROJECT NO. 6016 APRIL 2021 2021 CITY ROAD PRESERVATION PROJECT 65 K-80.10-01.......6/1/16 K-80.20-00.....12/20/06 K-80.35-00.......2/21/07 K-80.37-00.......2/21/07 1 L-10.10-02........6/21/12 L-40.10-02........6/21/12 L-70.10-01.......5/21/08 L-20.10-03........7/14/15 L-40.15-01........6/16/11 L-70.20-01.......5/21/08 L-30.10-02........6/11/14 L-40.20-02........6/21/12 2 M-1.20-03.........6/24/14 M-11.10 -03........8/7/19 M-40.20-00...10/12/07 M-1.40-02.........6/3/11 M-12.10-01……6/28/18 M-40.30-01......7/11/17 M-1.60-02.........6/3/11 M-15.10-01........2/6/07 M-40.40-00......9/20/07 M-1.80-03.........6/3/11 M-17.10-02........7/3/08 M-40.50-00......9/20/07 M-2.20-03.........7/10/15 M-20.10-02........6/3/11 M-40.60-00......9/20/07 M-2.21-00……7/10/15 M-20.20-02........4/20/15 M-60.10-01......6/3/11 M-3.10-03.........6/3/11 M-20.30-04........2/29/16 M-60.20-02......6/27/11 M-3.20-02.........6/3/11 M-20.40-03........6/24/14 M-65.10-02......5/11/11 M-3.30-03.........6/3/11 M-20.50-02........6/3/11 M-80.10-01......6/3/11 M-3.40-03.........6/3/11 M-24.20-02.......4/20/15 M-80.20-00......6/10/08 M-3.50-02.........6/3/11 M-24.40-02.......4/20/15 M-80.30-00......6/10/08 M-5.10-02.........6/3/11 M-24.60-04.......6/24/14 M-7.50-01.........1/30/07 M-24.65-00……7/11/17 M-9.50-02.........6/24/14 M-24.66-00……7/11/17 M-9.60-00……..2/10/09 M-40.10-03......6/24/14 3 4 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 2021 City Road Preservation Project APPENDIX A Project Road Map DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 2021 City Road Preservation Project APPENDIX B Project Road List DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7 GISID Street From To Length LF Width LF Area SY Selected Activity Addl. Pave. Repair SY 1198 AUTO CENTER WAY KEAN BLVD KATY PENMAN AVE 1450.91 31.0 4997.58 Micro Seal 31.78 1245 6TH ST PLEASANT DR AUTO CENTER WAY 609.56 25.0 1693.22 Chip Seal 53.33 1275 DOCKSIDE AVE PRICE RD OSPREY CIR 260.88 34.0 985.55 Slurry Seal 12.22 1362 AUTO CENTER WAY WERNER RD KEAN BLVD 783.18 35.0 3045.70 Micro Seal 7.33 1380 CORMORANT PL SW END OSPREY CIR 415.85 31.0 1432.37 Slurry Seal 4.67 1395 AUTO CENTER WAY SEARLE ST 1ST ST 284.9 36.0 1139.60 Micro Seal 0.44 1396 AUTO CENTER WAY BURWELL ST SR 3 SB ON RAMP 357.97 28.0 1113.68 Micro Seal 7.00 1398 AUTO CENTER WAY 1ST ST BURWELL ST 829.25 25.0 2303.47 Micro Seal 82.44 1401 AUTO CENTER BLVD MONROE ST KEAN BLVD 342.12 32.0 1216.43 Micro Seal 1402 AUTO CENTER WAY KATY PENMAN AVE SEARLE ST 146.28 32.0 520.11 Micro Seal 1454 BLUE HERON PL OSPREY CIR EAST END 208.89 36.0 835.56 Slurry Seal 22.67 1528 LYLE AVE LIND DR KITSAP DR 402.37 22.0 983.57 Chip Seal 1529 LYLE AVE HARLOW DR LIND DR 932.66 22.0 2279.84 Chip Seal 1548 EAST LAKE DR SOUTH END CEDARWOOD DR 127.92 21.0 298.48 Chip Seal 3.33 1664 LAKEHURST DR SOUTH END CEDARWOOD DR 1311.04 20.0 2913.42 Chip Seal 3.11 1705 MAPLE VIEW DR HARLOW DR NE END 485 22.0 1185.56 Slurry Seal 1711 KESTREL PL SW END OSPREY CIR 374.05 32.0 1329.96 Slurry Seal 1719 LYLE AVE CARR BLVD KITSAP WAY 202.2 23.0 516.73 Chip Seal 25.67 1823 KINGFISHER CT SOUTH END OSPREY CIR 230.77 36.0 923.08 Slurry Seal 5.11 1828 LYLE AVE KITSAP DR CARR BLVD 526.02 21.0 1227.38 Chip Seal 1882 HUMPHREY AVE ROOSEVELT BLVD PETERS ST 667.65 22.0 1632.03 Chip Seal 63.73 1902 OSPREY CIR CORMORANT PL OSPREY CIR 403.79 33.0 1480.56 Slurry Seal 1903 OSPREY CIR WIDGEON CT CORMORANT PL 482.24 33.0 1768.21 Slurry Seal 2.33 1904 OSPREY CIR PEREGRINE CT BLUE HERON PL 824.93 33.0 3024.74 Slurry Seal 1905 OSPREY CIR DS@229E KESTREL PL KESTREL PL 229.44 33.0 841.28 Slurry Seal 1906 OSPREY CIR BLUE HERON PL SANDPIPER CT 293.83 33.0 1077.38 Slurry Seal 112.67 1907 OSPREY CIR SANDPIPER CT DOCKSIDE AVE 1011.44 33.0 3708.61 Slurry Seal 23.11 1908 OSPREY CIR DOCKSIDE AVE KINGFISHER CT 214.3 33.0 785.77 Slurry Seal 1909 OSPREY CIR KINGFISHER CT WIDGEON CT 323.98 33.0 1187.93 Slurry Seal 1910 OSPREY CIR KESTREL PL PEREGRINE CT 248.2 33.0 910.07 Slurry Seal 1943 NILES AVE AUTO CENTER BLVD 1ST ST 604 20.0 1342.22 Chip Seal 2010 PEREGRINE CT OSPREY CIR NE END 545.57 30.0 1818.57 Slurry Seal 15.78 2012 PETERS ST POINDEXTER AVE HUMPHREY AVE 379.94 19.0 802.10 Chip Seal 115.11 2043 SANDPIPER CT OSPREY CIR SE END 583.42 27.0 1750.26 Slurry Seal 2117 WIDGEON CT SOUTH END OSPREY CIR 203.94 36.0 815.76 Slurry Seal 2119 WILKES AVE AUTO CENTER BLVD 1ST ST 841 23.0 2149.22 Chip Seal 28.56 2720 BURCHFIELD DR CRESTVIEW DR KITSAP WAY 351.24 22.0 858.59 Chip Seal 13.67 2753 OSPREY CIR HARLOW DR DS@229E KESTREL PL 159.05 25.0 441.81 Slurry Seal 41.56 2781 HUMPHREY AVE PETERS ST NORTH END 373.16 27.0 1119.48 Chip Seal 33.33 2808 WILMONT ST HARLOW DR KITSAP WAY 2097.63 23.0 5360.61 Chip Seal 2811 BURCHFIELD DR CARR BLVD CRESTVIEW DR 337.25 20.0 749.44 Chip Seal DocuSign Envelope ID: C0635709-0630-47C6-A5FF-F7F6CEC3B6F7