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CAG2024-116 - Original - Specialized Pavement Marking, LLC - City Safety Road Diets - 03/07/2024
FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: Agreement Routing Form DirAsst: • For Approvals,Signatures and Records Management Dir/Dep: KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover (optional) W A S H I N G T O N Sheet forms. (Print on pink or cherry colored paper) Originator: Department: Karin Bayes for Drew Holcomb Public Works Date Sent: Date Required: 0 02/27/2024 3/5/2024 Q Mayor or Designee to Sign. Date of Council Approval: Q Q Interlocal Agreement Uploaded to Website 2/6/2024 Budget Account Number: Grant? Yes NoF71 R20099 Budget? Yes E]No Type: N/A Vendor Name: Category Specialized Pavement Marking, LLC Contract Vendor Number: Sub-Category: Original O Project Name: 2023 City Safety Road Diets 3- Project Details: The City Safety Road Diets Project would re-stripe existing 4-lane and wide O 2-lane roadways to 3-lanes plus bike lanes on three corridors where bike *, lanes are planned as part of the Transportation Master Plan C EO Basis for Selection of Contractor: � Agreement Amount: �1,106,710 Bid *Memo to Mayor must be tMrhod i Start Date: 1lo days following Notice toProceed Termination Date: 40 Working days after start Q Local Business? Yes F—]No*If meets requirements per KCC 3.70.100,please complete'Vendor Purchose-Locol Exceptions"form on Cityspace. Business License Verification: ❑Yes In-Process❑Exempt(KCC 5.01.045) ❑Authorized Signer Verified Notice required prior to disclosure? Contract Number: F—]YesF—]No CAG 2024- 116 Comments: H i 3 f0 IM C C a1 Vf O 3 O cc a, a, cc Date Received:City Attorney:2/27/24 (Date Routed:Mayor's Office 3/4/24 City Clerk's Office 3/8/24 adccW22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20221201 2/27/24, 10:36 AM 2023 City Safety Road Diets Bid—Award-City of Kent,Washington City of Kent Feb°t1pn ►'asses Washington 6, �p24�•pp pM KENT Action Item 3864 2023 City Safety Road Diets Bid — Award Information Department: Public Works Department Sponsors: Category: Award Bid Attachments Printout HSIP Road Diets Bid Tab Budget Impact BUDGET IMPACT: The City has received a WSDOT grant in the amount of $1,234,140.00 covering the design and construction of this project. Additional funding from the Street Fund will be used to cover costs not covered by the grant. Motion MOTION: I move to award the 2023 City Safety Road Diets Project to Specialized Pavement Marking, LLC in the amount of $1,106,710 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. Summary SUMMARY: The City Safety Road Diets Project would re-stripe existing roadways to 3-lanes plus bike lanes on three corridors where bike lanes are planned as part of the Transportation Master Plan. Those three corridors are: • 4th Avenue North (South 228th Street to West James Street) • West Meeker Street - Lincoln Avenue North - East Smith Street (Washington Avenue North to 4th Avenue North) • South 260th Street - South 259th Place (Pacific Highway South to Military Road South) Improvements include installation of automobile and bicycle loop detectors at traffic signals and bike lanes with curbing to provide buffer space to automobile traffic. The bid opening for the 2023 City Safety Road Diets Project was held on January 23, 2024, wid two (2) bids received. The lowest responsible and responsive bid was submitted by Specialize( Pavement Marking, LLC in the amount of $1,106,710. Meeting History https://kentwa.igm2.com/Citizens/Detail—LegiFile.aspx?MeetingID=5568&MediaPosition=3673.863&ID=3864&CssClass=&Print=Yes 1/2 2/27/24, 10:36 AM 2023 City Safety Road Diets Bid—Award-City of Kent,Washington City Feb 6, 2024 7:00 PM Video Council City Council Regular Meeting Meeting Public Works Director Chad Bieren presented details on the City Safety Road Diets Bid and recommending awarding to Specialized Pavement Markings, LLC. RESULT: MOTION PASSES [UNANIMOUS] MOVER: Brenda Fincher, Councilmember SECONDER: Satwinder Kaur, Councilmember AYES: Bill Boyce,John Boyd, Brenda Fincher, Satwinder Kaur, Marli Larimer,Toni Troutner, Zandria Michaud Discussion Add Comment Powered by Granicus https://kentwa.igm2.com/Citizens/Detail—LegiFile.aspx?MeetingID=5568&MediaPosition=3673.863&ID=3864&CssClass=&Print=Yes 2/2 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 City Safety Road Diets Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 BIDS ACCEPTED UNTIL January 23, 2024 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR • KEN TT WASHINGTON CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 City Safety Road Diets Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 BIDS ACCEPTED UNTIL January 23, 2024 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR • 4�of S►. ,n��, KENT W A S H I N G T O N l f4s�2�� AL 12/28/23 General Table of Contents Section 1: Bid Documents Section 2: Contract Documents Section 3: Special Provisions Appendices: Kent Standard Plans WSDOT Standard Plans Traffic Control Plans Prevailing Wage Rates BIDDER'S NAME � pe c4 I�z,d I"CyP�VIw' Yv1.ct(K k✓t y J L-L C CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 2023 City Safety Road Diets Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 BIDS ACCEPTED UNTIL January 23, 2024 10:00 A.M. BID OPENING IMMEDIATELY FOLLOWING DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 CHAD BIEREN, P.E. PUBLIC WORKS DIRECTOR • KENT WAS H 1 NGTDN ORDER OF CONTENTS FOR BID PACKAGE Invitationto Bid ................................................................................... 1 Information for Bidders ......................................................................... 3 Contractor Compliance Statement........................................................... 6 Declaration - City of Kent Non-Discrimination Policy .................................. 7 Administrative Policy 1.2 - Inclusive Contracting................................... 11 Proposal ............................................................................................. 12 Proposal Signature Page........................................................................ 19 BidBond Form ..................................................................................... 20 Contractor's Qualification Statement........... ............................................ 21 Statement that Bidder Has Not Been Disqualified....................................... 24 Certification of Compliance with Wage Payment Statutes ........................ 25 Subcontractor List (over $1 million) - HVAC, Plumbing, and Electrical ........... 26 Subcontractor List (over $1 million) - Structural Steel Installation and RebarInstallation ................................................................................. 27 Local Agency Subcontractor List (271-015A)............................................. 28 Combined Declaration Form (Non-Collusion, Minimum Wage) ...................... 29 Non-Collusion Declaration (272-036I)...................................................... 30 Local Agency Certification for Federal-Aid Contracts (272-040A) .................. 31 Disadvantaged Business Enterprise (DBE) Bid Item Breakdown Form (272-054) ........................................................................................... 32 Disadvantaged Business Enterprise Utilization Certification (272-056) ........................................................................................... 34 Disadvantaged Business Enterprise (DBE) Trucking Credit Form (272-058) ........................................................................................... 37 Disadvantaged Business Enterprise Written Confirmation Document (422-031) ........................................................................................... 39 Required Contract Provisions Federal-Aid Construction Contracts (FHWA-1273) ...................................................................................... 40 Proposal for Incorporating Recycle Materials into the Project ....................... 54 ChangeOrder...................................................................................... 55 Bidder's Checklist................................................................................. 57 INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through January 23, 2024, up to 10:00 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following 10:00 a.m. for the City of Kent project named as follows: 2023 City Safety Road Diets Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The City Clerk will read the bids out loud from the Clerk's office. Individuals can stand in the lobby outside the Clerk's office during the bid opening to hear the bid results. The project consists of removing existing channelization and rechannelizing three roadway segments from 4 lanes to 3 lanes with bike lanes. The changes include installation of traffic loops, bicycle loop detectors, bike lane buffer, green bike lane paint, reflective rubber parking stops, and low profile plastic curb with reflectors. The Engineer's estimated range for this project is approximately $700,000 to $900,000. The DBE goal for this project is 19%. Bid documents may be obtained by contacting City of Kent Engineering Department, Karin Bayes at 253- 856-5657. For technical questions, please call Drew Holcomb at 253-856-5561. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032- 5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Plans and specifications can also be downloaded at no charge at https•//www kentwa gov/pay-and-apply/bids-procurement-rfps. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent 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 determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. Note: The award of the contract will not occur until the 1 City of Kent has reviewed all bids for responsiveness and responsibility determinations and the Kent City Council has formally awarded the contract. 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. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. The City of Kent, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 28th day of December 2023. BY: Kimberl Komoto, City Clerk Published: Daily Journal of Commerce on January 2, 9 and 16, 2024 Washington State Office of Minority and Women's Business Enterprise on January 2, 2024 2 INFORMATION FOR BIDDERS Also see the Standard Specifications and the APWA Special Provisions for additional information. 1. Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take whatever action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). 2. Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the Plans and Kent Special Provisions. Additional copies can be purchased from the City at the price specified by the City or in the Invitation to Bid. 3. Because of the varying soil composition and ground water levels encountered in various areas and at different seasons of the year, the City makes no representation of such conditions as they may pertain to this project. The Contractor shall be responsible for any and all cribbing, sheet piling, dewatering, or other construction methods or procedures that may be necessary to complete the project, and additional compensation therefore will not be allowed unless otherwise specified in this document. 4. Prospective bidders may download Bid Documents (plans and specifications) and a "Bid Proposal" for the advertised project at: https•//www.kentwa.gov/pay-and- apply/bids-procurement-rfps 5. All blanks in the proposal forms must be appropriately filled in. Proposal must contain original signature pages. Facsimiles are not acceptable and are considered non-responsive submittals. 6. Certified checks are not accepted for bid deposit. 7. All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. 2023 Road Diets/Holcomb 3 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 8. No person, firm or corporation shall be allowed to make, or file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not thereby disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. 9. The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. A bidder who wished to claim error after the Bids have been opened and tabulated shall submit a notarized affidavit signed by the Bidder, accompanied by original work sheets used in the preparation of the Bid, requesting relief from the responsibilities of Award. The affidavit shall describe the specific error(s) and certify that the work sheets are the originals used in the preparation of the Bid. The affidavit and the work sheets shall be submitted to the Engineer no later than 5:00 p.m. on the first business day after Bid opening, or the claim will not be considered. The Engineer will review the certified work sheets, to determine validity of the claimed error, and make a recommendation to the City. If the City concurs in the claim of error, the Bidder will be relieved of responsibility, and the Bid Deposit of the Bidder will be returned. Thereafter, at the discretion of the City, all Bids may be rejected or award made to the next lowest responsive, responsible Bidder. 10. The form of contract that the successful bidder, as the Contractor, will be required to execute, and the forms and the amount of surety bonds that it will be required to furnish at the time of execution of the contract are included in the bid documents and should be carefully examined. The contract and the Surety Bonds will be executed in two (2) original counterparts. Within 10 calendar days after the award date, the successful bidder shall return the signed City prepared contract, insurance certification as required by the contract, and a satisfactory bond as required by law and Section 1-03.4. Until the City executes a contract, no proposal shall bind the City nor shall any work begin within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the City. No claim for delay shall be granted to the Contractor due to his failure to submit the required documents to the City in accordance with this schedule. 11. Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 2023 Road Diets/Holcomb 4 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 12. The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. 13. Refer to the insurance requirements in Section 1-07.18, which constitute the Contractor's insurance requirements for this project. 14. Bidders must complete WSDOT Form 272-056 (Disadvantaged Business Enterprise Utilization Certification) which is included in the Bid Package. This project has a 19% DBE goal. 15. Bidders must have each Disadvantaged Business Enterprise (DBE) sub, that has been listed on the Disadvantaged Business Enterprise Utilization Certification (DOT Form 272-056), complete a Local Agency Disadvantaged Business Enterprise (DBE) Written Confirmation Document (DOT Form 422-031), which is included in the bid package. 2023 Road Diets/Holcomb 5 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 i CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date \ I ��!02� This statement relates to a proposed contract with the City of Kent named 2023 City Safety Road Diets Federal Aid Number: HSIP-OOOS(6O4) Project Number: 21-3003 I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. a�' Rar ►�� ��c_ NAM`E OF BIDDER BY: e= �i"CS�CJ SIGNAT RE/TITLE M 0 r 4 Brice l/o qs- 5410 .&b . / way `Tl4itla�4 97(&2 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) 2023 Road Diets/Holcomb 6 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 DECLARATION CITY OF KENT NON-DISCRIMINATION POLICY The City of Kent (City) is committed to conform to Federal and State laws regarding equal opportunity. As such all contractors, subcontractors, consultants, vendors, and suppliers who perform work with relation to this Agreement shall comply with the regulations of the City's equal employment opportunity policies. The City of Kent and its contractors are subject to and will comply with the following: • Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); • 49 C.F.R. Part 21 (entitled Non-discrimination In Federally-Assisted Programs Of The Department Of Transportation-Effectuation Of Title VI Of The Civil Rights Act Of 1964); • 28 C.F.R. section 50.3 (U.S. Department of Justice Guidelines for Enforcement of Title VI of the Civil Rights Act of 1964). Ch. 49.60 RCW (Washington Law Against Discrimination) The preceding statutory and regulatory cites hereinafter are referred to as 'the Acts and Regulations". The following statements specifically identify the requirements the City deems necessary for any contractor, subcontractor, or supplier on this specific Agreement to adhere to. An affirmation of all of the following is required for this Agreement to be valid and binding. If any contractor, subcontractor, or supplier willfully misrepresents themselves with regard to the directives outlined below, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the Agreement. The statements are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this Agreement I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this Agreement I, the prime contractor, will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the Agreement I, the prime contractor, will actively consider hiring and promotion of women and minorities. 2023 Road Diets/Holcomb 7 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 5. During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees as follows: A. Compliance with Regulations: The contractor, subcontractor, consultant, vendor, and supplier (hereinafter "Contractor") will comply with all Acts and the Regulations relative to non-discrimination, including those applicable to Federally-assisted programs of the U.S. Department of Transportation, State-assisted programs through the Washington State Department of Transportation, and generally under Washington's Law Against Discrimination, Ch. 49.60 RCW, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. B. Non-discrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Acts and the Regulations, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR Part 21. C. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under this contract and the Acts and the Regulations relative to non-discrimination on the grounds of race, color, or national origin. D. Information and Reports: The contractor will provide all information and reports required by the Acts and Regulations and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined applicable to contractor's contract by the City or the Washington State Department of Transportation to be pertinent to ascertain compliance with such Acts and Regulations and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the City or the Washington State Department of Transportation, as appropriate, and will set forth what efforts it has made to obtain the information. E. Sanctions for Noncompliance: In the event of a contractor's noncompliance with the non-discrimination provisions of this contract, the City will impose such contract sanctions as it or the Washington State Department of Transportation may determine to be appropriate, including, but not limited to: 2023 Road Diets/Holcomb 8 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 a. withholding payments to the contractor under the contract until the contractor complies; and/or b. cancelling, terminating, or suspending a contract, in whole or in part. F. Incorporation of Provisions: The contractor will include the provisions of paragraphs (A) through (F) above in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts and Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the City or the Washington State Department of Transportation may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with litigation by a subcontractor, or supplier because of such direction, the contractor may request the City to enter into any litigation to protect the interests of the City. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States. 6. During the performance of this contract, the contractor, for itself, its assignees, and successors in interest agrees to comply with the following non- discrimination statutes and authorities; including but not limited to: Pertinent Non-Discrimination Authorities: i. Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. ii. The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); iii. Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the basis of sex); iv. Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR Part 27; V. The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); vi. Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); vii. The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid 2023 Road Diets/Holcomb 9 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not); viii. Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131-12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; ix. The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); X. Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures Non- discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; xi. Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of Limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); xii. Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). xiii. Washington Law Against Discrimination (Ch. 49.60 RCW) 7. The submission of the final invoice for this contract will constitute a reaffirmation that the preceding statements were complied with during the course of the contract's performance. By signing below, I agree to fulfill the five requirements referenced above. By: M&K �?,Lc For: ��� cializeU ?GIVPMcn Y ii ,_1,LC- Title: �rPSI�lPI�� Date: � P�12�2 q 2023 Road Diets/Holcomb 10 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: October 20, 2022 SUBJECT: INCLUSIVE CONTRACTING SUPERSEDES: January 1, 1998 APPROVED BY Dana Ralph, Mayor POLICY: Equal employment opportunity and non-discrimination in contracting requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants, and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding Agreements with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Further, all contractors, subcontractors, consultants, suppliers, grantees, or subgrantees of the City, regardless of the value of the Agreement, are required to sign the City's Non-Discrimination Policy Declaration, prior to commencing performance. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the Agreement. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to coordinate with the City's Title VI coordinator, and perform the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. 2023 Road Diets/Holcomb 11 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Socialized w + vil LLG has examined the job site and constructiorf details of the work as outlined on the plans and described in the specifications for the project named 2023 City Safety Road Diets/Federal Aid Number: HSIP-OOOS(604)/Project Number: 21-3003 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1. All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2. Proposal items are numbered in sequence but are non-continuous. 3. Unit prices for all items, all extensions, and total amount of bid must be shown. 4. Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. 2023 Road Diets/Holcomb 12 December 29, 2023 Federal Aid Number: HSIP-000S(604) Project Number: 21-3003 SCHEDULE I ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ ?S,oddav— WSDOT LUMP SUM Per LS Removal of Raised Pavement 1010 8-22.5 1 Markers and Painted and/or $ 35,°°6 $ 3 S�000 KSP LUMP SUM Thermoplastic Traffic Per LS Markings 1030 2-02.5 850 Remove Cement Concrete $ Lfa $ 3%0 oo '— KSP LN FT Extruded Curb Per LF 1210 8-10.5 160 Low-Profile Plastic Curb and $ 1 gS $ 2.91 G d a KSP EACH Reflector Per EA 1215 8-04.5 110 Reflective Rubber Wheel Stop $ Z? S $ 301Z's Or KSP EACH Per EA 1220 8-10.5 250 Plastic Median Curb and $ 0--S ' $ 3 1 12SO KSP LN FT Reflector Per LF 1405 1-10.5(2) 1,100 Flaggers $ IS $ k Oq i 5*O6 WSDOT HOURS Per HR 1410 1-10.5 360 Traffic Control Supervisor $ o35 $ 3 '718 00 KSP HOURS Per HR 1415 1-10.5 1 Temporary Traffic Safety $ro)a GO^$ svd c v— KSP LUMP SUM Cones and Drums Per LS 1420 1-10.5(2) 100 Portable Changeable Message $ V 5 r $ �SQd KSP DAY Sign (PCMS) Per DAY 2023 Road Diets/Holcomb 13 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SCHEDULE I ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1425 1-10.5(2) 70 Sequential Arrow Sign (SAS) $ 50 ` $ 3 Sao KSP DAY Per DAY 1427 1-10.5 11 Type III Barricade $ Z SO $ 2 750 WSDOT EACH (Roadway and Pedestrian) Per EA 1430 1-10.5(2) 160 Uniformed Police Officer $ ( 46 S $ 2(.14Od KSP HOURS Per HR 1435 1-10.5(2) 800 Construction Signs Class A $ I $ 1FY0 0 WSDOT SQ FT Per SF 1495 8-09.5 19.8 Raised Pavement Marker $ Rsa $ Ve11?10 KSP HUNDRED Type 2 Per HUND 1497 8-22.5 40,000 Temporary Pavement Marking $ 0-70 $ WSDOT LN FT - Short Duration Per LF 1500 8-22.5 150 Painted Skip Lane Line $ $ t Sty KSP LN FT Per LF 1505 8-22.5 3,100 Painted Double Yellow Center $ r $ KSP LN FT Line Per LF 1510 8-22.5 8,100 Painted Two Way Left Turn $ I ^ $ $ l>DO KSP LN FT Line Per LF 1515 8-22.5 190 Painted Wide Dotted Line $ $ ��b KSP LN FT Per LF 2023 Road Diets/Holcomb 14 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SCHEDULE I ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1530 8-22.5 510 Painted Drop Line $ I $ 51 C� KSP LN FT Per LF 1540 8-22.5 7,500 Painted Wide Line $ fj - $ 7,5v0 WSDOT LN FT Per LF 1550 8-22.5 1,500 Painted Edge Line $ I , $ Sao KSP LN FT Per LF 1600 8-22.5 150 Profiled Plastic Skip Lane Line $ 15; $ -T90 - KSP LN FT Per LF 1605 8-22.5 3,000 Profiled Plastic Double Yellow $ 1 . So $ 2 7-1 S 00 KSP LN FT Center Line Per LF 1610 8-22.5 2,000 Profiled Plastic Two Way Left $ (,O . 5 C $ KSP LN FT Turn Line Per LF 1615 8-22.5 500 Plastic Wide Dotted Line $ ' $ Z, 00,0, KSP LN FT Per LF 1620 8-22.5 400 Plastic Dotted Line $ 3 . 6,o $ 11406, KSP LN FT Per LF 1625 8-22.5 1,300 Plastic Dotted Extension Line $ Z` $ 7.1(000 KSP LN FT Per LF 1630 8-22.5 900 Profiled Plastic Drop Line $ 3 *- $ 217c)6 r KSP LN FT Per LF 2023 Road Diets/Holcomb 15 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SCHEDULE I ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1635 8-22.5 11,200 Profiled Plastic Wide Line $ (-5a $ -721$00 WSDOT LN FT Per LF 1640 8-22.5 3,600 Plastic Wide Line $ S •So $ 101 1tvo WSDOT LN FT Per LF 1645 8-22.5 300 Plastic Profiled Edge Line $ 5%O1 $ ' ,S d a KSP LN FT Per LF 1650 8-22.5 12,000 Plastic Edge Line $ 3 $ 3(01000-- KSP LN FT Per LF 1655 8-22.5 2,700 Plastic Diagonal Line $ (.9 $ 6 �7—VO KSP LN FT Per LF 1660 8-22.5 600 Plastic Stop Line $ IS. 5"° $ WSDOT LN FT Per LF 1662 8-22.5 30 Plastic Yield Line KSP LN FT Per LF 1665 8-22.5 800 Plastic Crosswalk Line $ ( 3 •S© $ ( d i8opo WSDOT SQ FT Per SF 1670 8-22.5 6,200 Plastic Green Bike Lane $ tIR • 5,0 $ 1k4 ,-?D D r KSP SQ FT Per SF 1678 8-22.5 5 Plastic Bicycle Sharrow $ Lo TO— $ 3 , 7,50.- KSP EACH Symbol Per EA 2023 Road Diets/Holcomb 16 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SCHEDULE I ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1680 8-22.5 54 Plastic Bike Lane Symbol with $S-5D' $ 201 ,700 KSP EACH Arrow Per EA 1682 8-22.5 7 Plastic Bicycle Detector $ 300 $ 211 Gd .- KSP EACH Pavement Marking Per EA 1685 8-22.5 48 Plastic Traffic Arrow $ Llod+ $ WSDOT EACH Per EA 1690 8-22.5 23 Plastic Traffic Letter $ ZOo� $ 41 (vo O WSDOT EACH Per EA 1692 8-22.5 5 Plastic Railroad Crossing $ 9 S o' $ `{,?SO WSDOT EACH Symbol Per EA 1695 8-22.5 1,100 Paint Existing Traffic Curb $ 2 • 5 o $ 2 750— KSP LN FT Per LF 1780 8-21.5 1 Remove Existing Sign and $ 250 � $ z50 KSP EACH Post Per EA 1790 8-21.5 1 Permanent Signing $ ijsj 66 $ (os,00(D' KSP LUMP SUM Per LS 1800 8-20.5 20 6 Foot Diameter Traffic Loop $ 21 '300 $ Lf(, l0 p KSP EACH Per EA 1805 8-20.5 500 Additional Lead-In Wire $ 2 SrT� KSP LN FT Per LF 2023 Road Diets/Holcomb 17 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SCHEDULE I ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1810 8-20.5 7 Bicycle Detector Loops $ Z t 300 $ (o (vo KSP EACH Per EA 1850 8-20.5 2 Installation and Connections- $ 'k1$6fj $ (q "060— KSP EACH City Owned Video Detection Per EA Camera 1900 1-07.15(1) 1 SPCC Plan $ $ Zso WSDOT LUMP SUM Per LS 1910 8-01.5 100 Street Cleaning $ 10 $ 1 o1oc�o� WSDOT HOURS Per HR 1970 1-04.4(2) 1 Minor Changes $15,000* $15,000 WSDOT CALC Per CALC *Common price to all bidders a Schedule I Total $ I I 1 �-7 l �' 2023 Road Diets/Holcomb 18 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed and agrees to complete the Contract within forty (40) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s �, to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: )20Z-q e I IZe ptWuAt44- 1" aKti L(-'C- N ME gF B IDDE Signature of Authorized Representative M �- -?ri ce- (Print Name and Title) I ()q � SL o &�)-y i ja L, U Address ID 2 2023 Road Diets/Holcomb 19 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Specialized Pavement Marking, LLC , as Principal, and Ascot Surety&Casualty Company , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent of Total Amount Bid(5%of T.A.B.) Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for 2023 City Safety Road Diets/Federal Aid Number: HSIP-OOOS(604)/Project Number: 21-3003 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 23rd DAY OF January 2024. Specialized Pavement Marking, LLC PRINCIPAL Ascot Surety&Casualt om an RETY Laura Kneitz,Attorney-in-Fact 20 Received return of deposit in the sum of $ 2023 Road Diets/Holcomb 20 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Ascot Surety&Casualty Company Ascot Insurance Company 55 W 461"Street,261"Floor New York,NY 10036 Power of Attorney KNOW ALL MEN BY THE PRESENTS: That Ascot Surety&Casualty Company and Ascot Insurance Company,each a corporation organized and existing under the laws of the State of Colorado(the"Companies"),do hereby constitute and appoint: Robert F.Bobo,Aaron P.Clark,Timothy F.Kelly,Florence McClellan,Teresa D. Kelly,Laura Kneitz,Rachel Richardson,Nick Patetta,Craig C. Payne,Tami Jones,Daisy Greathouse,Erica Kneitz and Kala Lee of Houston,TX (city,state)and each its true and lawful Attorney(s)-in-Fact,with full authority to sign,execute,seal, acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United States,or,if the following line is filled in,only within the area and up to the amount therein designated,any and all bonds,undertakings,recognizances,and other contracts of indemnity or writings obligatory in the nature thereof,issued in the course of its surety business,and to bond the Companies as follows: Any such obligations in the United States not to exceed$50,000,000.00 The Companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority Resolutions adopted by the Board of Directors of the Companies,which resolutions are still in effect: RESOLVED,that any of the Chief Executive Office,the Chief Operating Officer or the Chief Underwriting Officer,acting in conjunction with the head of the surety business line for the Corporation(each an Authorized Individual"and,collectively,the Authorized Individuals"),are authorized to jointly appoint one or more attorneys-in-fact to represent and act for and on behalf of the Corporation in the transaction of the Corporation's surety business to execute(under the common seal of the Corporation if appropriate)bonds,undertakings,recognizances and other contracts of indemnity and writings obligatory in the nature thereof: RESOLVED,that in conjunction with the Corporation's transaction of surety business the signatures and attestations of the Authorized Individuals and the seal of the Corporation be affixed to any such Power of Attorney or to any certificate relating thereto(electronic or otherwise)by facsimile and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seals(electronic or otherwise)shall be valid and bonding upon the Corporation when so affixed with respect to any bond,undertaking,recognizance or tother contract of indemnity or writing obligatory in the nature thereof; RESOLVED,that in connection with the Corporation's transaction of surety business,the facsimile electronic or mechanically reproduced signature of any Authorized Individual,whether made heretofore or hereafter,whenever appearing upon a copy of any Power of Attorney of the Corporation,with signatures affixed as next above noted,shall be valid and binding upon the Corporation with the same force and effect as though manually affixed. IN WITNESS WHEREOF,the Companies have caused these presents with the respective corporate seals and to be executed by the individuals named below who are duly authorized and empowered to execute the Power of Attorney on the Companies'behalf,this 1 g'h day of April 2023. ,,•'�y b�AS(q�•.,- ,,�SV�4ulpAN��,''c, ASCOT SURETY&CASUALTY COMPANY ::¢eV.`CaYORCiF•.�•c q�a.•'cY' T•.tl'. 'c ASCOT INSURANCE COMPANY ,,!,SEAL i°€ i a SEAL 111 Zap, OLORnO?'F?: ''•.q?souP ': Matthew Kramer(Chief Executive Officer) Tara Qui ey(Executive Vice President, Surety) STATE OF CONNECTICUT ) COUNTY OF FAIRFIELD )ss. On this 19'11 day of April 2023,before me came the above named Chief Executive Officer of each Ascot Surety&Casualty Company and Ascot Insurance Company and the head of the surety business line for each of Ascot Surety&Casualty Company and Ascot Insurance Company,to me personally known to be the individuals described herein,and acknowledged that the seals affixed to the preceding instrument and the corporate seals of each Ascot Surety& Casualty Company and Ascot Insurance Company,and that the said corporate seals and signatures were duly affixed and subscribed to said instrument by the authority and direction of said Companies. KSENIA E GUSEVA Notary Public,State of Connecticut My Commission Expires June 30,2024 Notary Public Ksenia E Guseva My commission expires on June 30,2024 I,the undersigned Secretary of the Company,do hereby certify that the foregoing excerpts of the Resolution adopted by the Board of Directors of the Companies,and the Power of Attorney issued pursuant thereto,are true and correct,and further certify that both the Resolution and the Power of Attorney are still in full force and effect. This Certificate may be signed by facsimile under and by the authority of the following resolution of the Board of Directors of the Companies. RESOLVED,that in connection with the Corporation's transaction of surety business the signatures and attestations of the Authorized Individuals and the seal of the Corporation be affixed to any such Power of Attorney or to any certificate relating thereto(electronic or otherwise)by facsimile and any such Power of Attorney of certificate bearing such facsimile signatures or facsimile seal(electronic or otherwise)shall be valid and binding upon the Corporation when so affixed with respect to any bond,undertaking,recognizances or other contract of indemnity or writing obligatory in the nature thereof; IN WITNESS WHEREOF; I have hereunto set my hand and affixed the seal of the Companies,this 23rd day of January _2024 ASCOT SURETY&CASUALTY COMPANY ASCOT INSURANCE COMPANY JWgipos-9—ecretlary All Claims Notices should be sent to Ascot Surety&Casualty Company 55 W 46"1 St,26"Floor,New York NY 10036: Attention Surety Claims suretyclaims( ascotaroup.com CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM INCLUDES CRITERIA ESTABLISHED BY STATE LAW THAT MUST BE MET TO BE CONSIDERED A RESPONSIBLE BIDDER AND QUALIFIED TO BE AWARDED THIS PUBLIC WORKS PROJECT AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. 2023 Road Diets/Holcomb 21 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be SUBMITTED BY: pp NAME: PGLa to oA b� MoA,1-4!Lj j LLc— ADDRESS: IIbC(S ASRia I 1A)9A EACAIa6 _9-7o02 PRINCIPAL OFFICE: SCL" aS aloN-e ADDRESS: PHONE: SUE,- gSS 097D FAX: 5y3- 159 2, S-COZ9 STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria a. Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. b. If applicable, provide a copy of your plumbing contractor license in compliance with chapter 18.106 RCW, an elevator contractor license in compliance with chapter 19.28, or an electrical contractor license in compliance with chapter 19.28 RCW, as required under the provisions of those chapters. 1.3 Provide your current state unified business identifier number. 1.4 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 2023 Road Diets/Holcomb 22 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 RCW. Providing a copy of a state of Washington Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.5 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 1.6 Provide a sicined statement, signed under penalty of perjury by a person with authority to act and speak for your company, that within the three-year period immediately preceding the bid solicitation date, your company is not a "willful" violator as defined in RCW 49.48.082, of any provisions of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. 1.7 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing wages under chapter 39.04 RCW and 39.12 RCW or provide proof that your company has completed three or more public works projects and have had a valid business license in Washington for three or more years and are exempt from this training requirement. 2. SIGNATURE 2.1 Dated at this 1 $ "_�day of 7TRA 2024. Name of Organization: 5pP_c-iaii7_-erd ?oyoum m4 Mcwk►� ��L By: Title: qa si Auy4- 2.2 N&O-,yk- MY1CC , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and s rn before me this day of T"Lict ✓t/ , 2024. Notary Public: My Commission Expires: S 133i ZU2� OFFICIAL STAMP CANDICE DAWN TAVERNIER NOTARY PUBLIC-OREGON *, ; COMMISSION NO.1012457 2023 Road Diets/Holcomb 23 MY COMMISSION EXPIREg%AyY yrJ&52 3 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 BIDDER RESPONSIBILITY CRITERIA Statement that Bidder Has Not Been Disqualified This statement is required by state law (RCW 39.04.350(1)(d)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (January 23, 2024), the bidder has not been disqualified from bidding on any public works contract under RCW 39,06.010 or 39.12.065(3). SCA al t2 eJ au�y Ber's Business Na e Signature of Authorized Official* Ma&_ Tr� (e Printed Name Title U"QJ OL C Datd City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 2023 Road Diets/Holcomb 24 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (January 23, 2024), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Bidder's Business Name Signature of Authorized Official* Printed Name ire SUw�- Title Dat6 I City State * If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner. 2023 Road Diets/Holcomb 25 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder: '�Pe fin h zed PC�i�1 eww-A+ 'L at LLL- Project Name: 2023 City Safety Road Diets Federal Aid #: HSIP-OOOS(604) Project Number: 21-3003 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or name itself for the work. Failure of the Bidder to submit, within one hour after the published bid submittal time, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: /✓�f� Electrical Subcontractor Name: r�G, l�n �US Cc�v.SnC 2 Signature of Bidder Date 2023 Road Diets/Holcomb 26 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: i ( i G 2 PcW P,wiev>-!- Mir m I LLL.L Project Name: 2023 City Safety Road Diets Federal Aid #: HSIP-OOOS(604) Project Number: 21-3003 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of structural steel installation and rebar installation. Failure of the Bidder to submit, within 48 hours after the published bid submittal time, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. / Structural Steel Installation Subcontractor Name: t-Y6 p- Rebar Installation Subcontractor Name: ti�f1 ) (12-3 )2_62q Signature of Bidder Date 2023 Road Diets/Holcomb 27 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 I Local Agency Subcontractor List Prepared in compliance with RCW 39.30.060 as amended n To Be Submitted with the Bid Proposal Project Name S cle-c U �f Z�Gt ?GI.IJ� Failure to list subcontractors with whom the bidder, if awarded the contract,will directly subcontract for performance of the work of structural steel installation, rebar installation, heating,ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical,as described in Chapter 19.28 RCW or naming more than one subcontractor to perform the same work will result in your bid being non-responsive and therefore void. Subcontractor(s)with whom the bidder will directly subcontract that are proposed to perform the work of structural steel installation, rebar installation, heating,ventilation and air conditioning, plumbing, as described in Chapter 18.106 RCW, and electrical as described in Chapter 19.28 RCW must be listed below.The work to be performed is to be listed below the subcontractor(s) name. To the extent the Project includes one or more categories of work referenced in RCW 39.30.060,and no subcontractor is listed below to perform such work,the bidder certifies that the work will either(i) be performed by the bidder itself, or(ii) be performed by a lower tier subcontractor who will not contract directly with the bidder. Subcontractor Name 1. ��C ���� �' �'�SQB '�A,& w\ g54� lam' Work to be performed IPj t ,t.` (�Q� � I g I� 1 ��� �-�1FS 1.�1/L/ ti�� s T��Gt ✓iJe� Subcontractor Name T�"` �G ems'^-' d ` L Lc Work to be performed 14&5, j 4�o TIg S , 1 ` -L-a ,1 4Z-5. 1`( 1H3� I�f3 � Subcontractor Name Work to be performed Subcontractor Name Work to be performed Subcontractor Name Work to be performed Bidder's are notified that it is the opinion of the enforcement agency that PVC or metal conduit,junction boxes, etc, are considered electrical equipment and therefore considered part of electrical work, even if the installation is for future use and no wiring or electrical current is connected during the project. DOT Form 271-015A 28 Revised 06/2020 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. 2023 City Safety Road Diets Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 NAME OF PROJECT Spe_cJalized pnkfmm Maytivl Lc-c- NAME OF BIDDER'S FIRM SIGNATURE OF AUTHOR ED EPRESENTATIVE OF BIDDER I i 2023 Road Diets/Holcomb 29 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. NOTICE TO ALL BIDDERS To report rigging activities call: 1-800-424-9071 The U.S. Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. SR DOT Form 272-0361 EF 07/2011 30 Local Agency Certification for Federal-Aid Contracts The prospective participant certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. This certification is material representation of the fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each failure. The prospective participant also agrees Icy submitting his or her bid or proposal that he or she shall require that the language of this certification-be included in all lower tier subcontracts. which exceed $100,000 and that all such subrecipients shall certify and disclose accordingly. SR DOT Form 272-040A EF 07/2011 31 AdW Disadvantaged Business Enterprise � Washington State g TIAl Department of Transportation (DBE) Bid Item Breakdown Form 1. Contract Number12-1 — 5p 6 3 2. Contract Name 3. Prime Contractor ` 4. Prime Contractor RQe�resenttative Name 5. Prime Contractor Representative Phone Number 6. P me Contractor Representative Email 2S 3. Zg • 12 tea S C J�V_. 81 a_v 5 o I�� SPM ti/w(. Gauv,, Column 7 Column 8 Column 1 Column 2 Column 3 Column 4 Column 5 Column 6 Total Unit Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied (See Instructions) (See Instructions) (See instructions) (See Instructions) (See Instructions) (See Instructions) (See Instructions) Towards Goal (See Instructions) T L( C5.5 ('ter-l-�. l a F s g ,�� 9 6,boo v, ,p` cA 1 q( 0 G.� 3b0 TC Sr t ocr- , 3fold0v 3f. -boo Pwl Tee "r` q I,Is-or `-f l_ i SD Y( 15,0 / YZo Pwr 1 010 7f� 7$bo ' 7 i Sao Subtotal: $o.00 $o.00 Total Unit Dollar Amount Name f UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal /��� c,,✓�toil 7 0 A-rrvw s t a (45j 3 f SO"_ 3 k S8 I'A- °©— Subtotal: $o.00 $o.00 Total Unit Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal Subtotal: $o.00 $o.00 Total Unit DollarAmount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal Subtotal: $o.00 $o.00 TOTAL UDBE Dollar Amount: $o.00 $o.00 11, �30co DOT Form 272-054 32 Revised 09/2020 Instructions for Disadvantaged Business Enterprise (DBE) Bid Item Breakdown Form Box 1: Provide the Contract Number as stated in the project information webpage. Box 2: Provide the Name of the project as stated in the project information webpage. Box 3: Provide the Name of the bidder(Proposal holder) submitting Bid. Box 4: Provide the name of the prime contractor's representative available to contact regarding this form. Box 5: Provide the phone number of the prime contractor's representative available to contact regarding this form. Box 6: Provide the email of the prime contractor's representative available to contact regarding this form. Column 1: Provide the Name of the Disadvantaged Business Enterprise (DBE) Firm. DBE Firms can be found using the search tools under the Firm Certification section of the Diversity Management and Compliance System (DMCS)webpage https://wsdot.diversitycompliance.com. Column 2: Provide the Bid Item Number(as it appears in the engineer's estimate bid check report) available on the project information webpage. Column 3: If the DBE is performing only part of the bid item, mark"Partial". If the DBE is performing the entire bid item, mark"Complete". Column 4: Provide the estimated quantity for the specific bid item. For trucking firms, use hour or another unit of measure. Column 5: Provide a description of the work to be performed by the DBE. Column 6: Provide the price per unit and specify the type of unit used. For trucking firms, use hour or another unit of measure. Column 7: Provide the estimated total unit cost amount per bid item. Column 8: Provide the amount of the bid item being used to fulfil the DBE goal. The work to be performed must be consistent with the Certified Business Description of the DBE provided in the DMCS webpage https://wsdot. diversitycompliance.com. Mobilization up to 10% is acceptable. If mobilization is more than 10% additional information and/or justification may be requested. The total amount shown for each DBE shall match the amount shown on the DBE Utilization Certification Form. Use Additional Sheets if necessary. DOT Form 272-054 33 Revised 09/2020 AM � Washington State VI/ Department of Transportation To be eligible for Award of this Contract the Bidder shall fill out and submit, as a supplement to its sealed Bid Proposal, a Disadvantaged Business Enterprise (DBE) Utilization Certification. The Contracting Agency shall consider as non- responsive and shall reject any Bid Proposal that does not contain a DBE Utilization Certification which properly demonstrates that the Bidder will meet the DBE participation requirements in one of the manners provided for in the proposed Contract. Refer to the instructions on Page 2 when filling out this form or the Bid may be rejected.An example form has been provided on Page 3.The successful Bidder's DBE Utilization Certification shall be deemed a part of the resulting Contract. L Box 1:5pAWc.)IMen-d idlCk+ certifies that the DBE firms listed below have been contacted regarding participation on this project. If this Bidder isfsuccessful on this project and is awarded the Contract, it shall assure that subcontracts or supply agreements are executed with named DBEs. (if necessary, use additional sheets.) Box 2. _2 o 2-3 ef, S Column 1 Column 2 Colu Column 4 Column 5 Name of DBE Project Role mn 3 Description of Work Dollar Amount Dollar Amount (See instructions) (See instructions) (See instructions) Subcontracted to be Applied to DBE Towards Goal (See instructions) (See instructions) -r- JAr s c6ce- —t' a C_ 2.1 o 3oC 2 l 0 13&6 Disadvantaged Business Enterprise Total DBE Commitment DollarAmount _240 3 d0 Condition of Award Contract Goal Box 3 Box 4 By checking Box 5 the Bidder is stating that their attempts to solicit sufficient DBE participation to meet the COA Contract goal has been unsuccessful and good faith effort will be submitted in accordance with Section 1-02.9 of the Contract 34 DOT Form 272-056 C Revised 0312018 Box 1: Name of Bidder(Proposal holder) submitting Bid. Box 2: Name of the Project. Column 1: Name of the Disadvantaged Business Enterprise(DBE). DBE firms can be found using the Diversity Management and Compliance System web page: https://wsdot..diversitycompliance.com. Repeat the name of the DBE for each Project Role that will be performed. Column 2: The Project Role that the DBE will be performing as follows; • Prime Contractor • Subcontractor • Subcontractor(Force Account) • Work sublet as Force Account must be listed separately. • Manufacturer • Regular Dealer • Work sublet to a Regular Dealer must be listed separately. • Regular Dealer status must be approved prior to Bid submittal by the Office of Equal Opportunity, Washington State Department of Transportation, on each Contract. • Broker • Work sublet to a Broker must be listed separately. List each project role to be performed by a single DBE individually on a separate row.The role is used to determine what portion of the amount to be subcontracted (Column 4) may be applied toward meeting the goal (column 5). Column 3: Provide a description of work to be performed by the DBE. The work to be performed must be consistent with the Certified Business Description of the DBE provided at the Diversity Management and Compliance System web page https://wsdot.diversitycom.pliance.co • A Bidder subletting a portion of a bid item shall state "Partial' and describe the Work that is included. • For example; "Electrical (Partial)—Trenching". • "Mobilization"will not be accepted as a description of Work. Column 4: List the total amount to be subcontracted to each DBE for each Project Role they are performing. Column 5: This is the dollar amount for each line listed in the certification that the prime intends to apply towards meeting the COA Contract goal. It may be that only a portion of the amount subcontracted to a DBE in Column 4 is eligible to be credited toward meeting the goal See Note 1, Note 2, Note 3.The Contracting Agency will utilize the sum of this column (Box 4)to determine whether or not the bidder has met the goal. In the event of an arithmetic error in summing column 5 or an error in making appropriate reductions in the amounts in column four, See Note 1, Note 2, Note 3, then the mathematics will be corrected and the total (Box 4)will be revised accordingly. Note 1: For Work sublet as Force Account the bidder may only claim 50% of the amount subcontracted (Column 4) towards meeting the goal (Column 5). This information will be used to demonstrate that the DBE contract goal is met at the time that the bidder submits their bid. For example; amount sublet as force account= $100,000 (Column 4) equates to ($100,000 X 50%) = $50,000 (Column 5)to be applied towards the goal. Note 2: For Work sublet to a Regular Dealer the bidder may only claim 60% of the cost of the materials or supplies (Column 4)towards meeting the goal (Column 5). For example; Material cost= $100,000 (Column 4) equates to ($100,000 X 60%) = $60,000 (Column 5) to be applied towards the goal Note 3: For Work sublet to a Broker the bidder may only claim the fees paid to a Broker towards meeting the goal (Column 4). For example; amount sublet to a broker= $100,000 (Column 4) equates to ($100,000 X reasonable fee%) = $ Column 5 to be applied towards the goal. Box 3: Box 3 is the COA Contract goal which is the minimum required DBE participation. The goal stated in the Contract will be in terms of a dollar amount or a percentage in the Contract. When expressed as a percentage you must multiply the percentage times the sum total of all bid items as submitted in the Bidder's Proposal to determine the dollar goal and write it in Box 3. In the event of an error in this box, the Contracting Agency will revise the amount accordingly. Box 4: Box 4 is the sum of the values in column 5. This value must equal or exceed the COA Contract goal amount written in Box 3 or; Box 5: Check Box 5 if insufficient DBE Participation has been achieved and a good faith effort is required. Refer to the subsection titled, Selection of Successful Bidder/Good Faith Efforts (GFE) in the Contract. See the Disadvantaged Business Enterprise Participation specification in the Contract for more information. 35 DOT Form 272-056 Revised 03/2018 Ong' To be eligible for Award of this Contract the Bidder shall fill out and submit, as a supplement to its sealed Bid Proposal, a Disadvantaged Business Enterprise (DBE) Utilization Certification. The Contracting Agency shall consider as non- responsive and shall reject any Bid Proposal that does not contain a DBE Utilization Certification which properly demonstrates that the Bidder will meet the DBE participation requirements in one of the manners provided for in the proposed Contract. Refer to the instructions on Page 2 when filling out this form or the Bid may be rejected.An example form has been provided on Page 3.The successful Bidder's DBE Utilization Certification shall be deemed a part of the resulting Contract. Box 1: A Plus Construction Company certifies that the DBE firms listed below have been contacted regarding participation on this project. If this Bidder is successful on this project and is awarded the Contract, it shall assure that subcontracts or supply agreements are executed with named DBEs. (If necessary, use additional sheets.) Box 2: US 395 Spokane City Limits to Stevens County Line -Paving and Safety Column 1 Column 2 Column 3 Column 4 Column 5 Name of DBE Project Role Description of Work Dollar Amount Dollar Amount See instructions) See instructions) See instructions) Subcontracted to be Applied to DBE Towards Goal See instructions) See instructions) A Plus Construction Prime Asphalt and concrete paving,asphalt milling,preleveling N/A 900,000 Company and pavement repair In the Line Services,Inc. Subcontractor(Force Crack sealing 20,000 10,000 Account) In the Line Services,Inc. Subcontractor Guideposts,joint seal,pavement markers,temporary 200,000 200,000 signage,construction sign installation The Regular Dealer Rental and sales of highway construction and related 100,000 60,000 Everything Guys,LLC equipment and materials Optimus Prime Trucking, Subcontractor Dump Trucking 50,000 50,000 Inc. Metalhcads,Inc. Manufacturer Dowel Bars 75,000 75,000 Erosion Under Control Broker Erosion control blankets,straw bales and wattles,sand bags 15,000 250 Co. Disadvantaged Business Enterprise 356,968.16 Total DBE Commitment Dollar Amount 1,295,250 Condition of Award Contract Goal Box 3 Box 4 By checking Box 5 the Bidder is stating that their attempts to solicit sufficient DBE participation to meet the OA Contract goal has been unsuccessful and good faith effort will be submitted in accordance with Section 1-02.9 of the Contract 36 DOT Form 272-056 Revised 03/2018 � Washington State AW Disadvantaged Business Enterprise A# Department of Transportation (DBE)Trucking Credit Form PART A: TO BE COMPLETED BY THE BIDDER This form is in support of the trucking commitment identified on the DBE Utilization Certification Form submitted with the proposal. Please note that DBE's must be certified prior to time of submittal. Federal Aid# Contract# Project Name If listing items by hours, or by lump sum amounts, please provide calculations to substantiate the quantities listed. Bid Item Item Description Use additional sheets as necessary. Bidder Name/Title(please print) Phone Fax Signature Address I certify that the above information is complete and accurate. Email Date PART B: TO BE COMPLETED BY THE DBE TRUCKING FIRM Note: DBE trucking firm participation may only be credited as DBE participation for the value of the hauling services, not for the materials being hauled unless the trucking firm is also recognized as a supplier of the materials used on the project and approved for this project as a regular dealer. 1.Type of Material expected to be hauled? 2. Number of fully operational trucks Tractor/trailers: Dump trucks: expected to be used on this project? 3. Number of trucks and trailers owned by Tractor/trailers: Dump trucks: the DBE that will be used on this project? 4. Number of trucks and trailers leased by Tractor/trailers: Dump trucks: the DBE that will be used on this DBE Firm Name Name/Title(please print) Certification Number Phone Fax Signature Address I certify that the above information is complete and accurate. Email Date DOT Form 272-058 37 Revised 09/2020 Submit this form to in accordance with section 1-02.9 of the Contract. Instruction to Bidder: The Bidder shall complete and submit the Disadvantaged Business Enterprise (DBE) Trucking Credit Form in accordance with Section 1-02.9 of the Contract. INSTRUCTIONS Please note—All Fields are required PART A: TO BE COMPLETED BY THE BIDDER Federal Aid: Include the project federal-aid number. County: Specify the County where the project will take place. Contract#: Specify the Project Contract Number which can be found in the Engineer's estimate bid check report. Bid Item: Provide the Bid Item Number(as it appears in the engineer's estimate bid check report)for which trucking services will be utilized. Item Description: Provide description of the bid item (as it appears in the engineer's estimate bid check report)for which trucking will be utilized. Bidder: In this section, provide the bidder's legal name, title, Business address, Phone and email. The bidder's representative signature is required in addition to the date the form was signed. PART B: TO BE COMPLETED BY THE DBE TRUCKING FIRM Question 1: Specify type of material that will be hauled (i.e. Sand, HMA, gravel) Question 2: Specify the total number of operational trucks that will be used on the project. Question 3: Specify the total number of operational trucks and trailers owned by the DBE that will be used on the project. Question 4: Specify the total number of operational trucks and trailers leased by the DBE that will be used on the project. DBE Firm: In this section, provide the DBE Firm's legal name, DBE Firm's representative legal name and title, certification Number(Found in the firm's OMWBE Profile page in the OMWBE directory), Business address, Phone, fax and email. The DBE Firm's representative signature is required in addition to the date the form was signed. DOT Form 272-058 Revised 09/2020 38 mr VA . Washington state Disadvantaged Business Enterprise(DBE) Department of Transportation Written Confirmation Document See ContractProvisions: DBE Document Submittal.Requirements Disadvantaged Business Enterprise Participation THIS FORM SHALL ONLY BE SUBMITTED TO ADBE THAT IS LISTED ON THE CONTRACTOR'S DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION. THE CONTRACTOR SHALL COMPLETE PART A PRIOR TO SENDING TO THE DBE. PART A•To be completed by the bidder The entries below shall be consistent with what is shown on the Bidder's Disadvantaged Business Enterprise Utilization Certification.Failure to do so will result in Bid rejection. (� Contract Title: 'Z- 3 Bidder's Business Name: �j��a-ea �� 1�- � �w-Q-•+►--�L�k- k t -J--L'l'C DBE's Business Name: C— C n= Description of DBE's Work: V- ^+-\r O Dollar Amount to be Applied Towards DBE Goal: Z-1 a 3 O Dollar Amount to be Subcontracted to DBE*: `Optional Field PART B:To be completed by the Disadvantaged Business ftt-VITrlse As an authorized representative of the Disadvantaged Business Enterprise,I confirm that we have been contacted by the Bidder with regard to the referenced project for the purpose of performing the Work described above.If the Bidder is awarded the Contract,we will enter into an agreement with the Bidder to participate in the project consistent with the information provided in Part A of this form. .—I- ---- Name(printed): t - �V��` 2 L 4/1 Signature: Title: Address: , '� I S f' 'I V Date: l� Z y Of DOT Form 422-031 39 Revised 07/2016 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Seal OPW ommolkh, Aq Oregon Office: Washington Office: 11095 SW Industrial Way 175 Roy Rd SW, Bldg C Tualatin,OR 97062 Pacific,WA 98047 Ph: 503.885.0420 Ph:253.299.1200 Fax:503.582.8629 Fax:253.299.1250 SPECIALIZED PAVEMENT MARKING January 22, 2024 City of Kent 220 4th Ave S Kent,WA 98032-5895 RE: Statutory Requirements 1.5& 1.6—Signed Statement To Whom It May Concern: Specialized Pavement Marking, LLC has not in the past three(3)years been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). Specialized Pavement Marking, LLC has not in the past three (3) year period immediately preceding the bid solicitation dated been a willful violator as defined in RCW 49.48.082, of any provisions of Chapters 49.46, 49.48 or 49.52 RCW as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgement entered by a court of limited or general jurisdiction. Sincerely, Mark Price President Department of Labor and Industries APPLY-A-LINE LLC PO Box 44450 I Olympia, WA 98504-4450 Reg: CC APPLYLL8340J UBI: 600-553-941 Registered as provided by Law as: Construction Contractor (CC01) - GENERAL 27 APPLY-A-LINE LLC Effective Date: 9/11/2017 175 ROY ROAD SW Expiration Date: 9/11/2025 BLDG C PACIFIC WA 98047 11/6/23,8:02 AM SPECIALIZED PAVEMENT MRKG LLC Labor&Industries(https.//i ii.we.gov/) Contractors SPECIALIZED PAVEMENT MRKG LLC Owner or trades arson 11095 SW INDUSTRIAL WAY Principals SUITE A PRICE,MARKALLAN,PARTNER/MEMBER TU , 0 97062 503-885-0885-0 420 EVERTON,ROBERT K,PARTNERIMEMBER Doing business as SPECIALIZED PAVEMENT MRKG LLC WA UBI No. Business type 602 001 003 Limited Liability Company Governing persons MARK A PRICE HOWARD DAHILL; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor. Active Meets current requirements. License specialties GENERAL License no. SPECIPM781 B9 Effective—expiration 1111912021-11119/2026 Bond ................ Swiss RE Corporate Solutions America $12,000.00 Insurance Corporation Bond account no. 2307260 Received by L&I Effective date 11119/2021 09/28/2021 Expiration date Until Canceled Insurance Travelers Indemnity Company Th $2,000,000.00 Policy no. VTC2KCO3K9907061ND23 Received by L&I Effective date 01/04/2023 01/01/2023 Expiration date 01/01/2024 Insurance history Savings Flo savings accounts during the previous 6 year period. Lawsuits.against the bond or savings No lawsuits against the tiorid or savings accounts during the previous 6 year period. L&I Tax debts https://secure.ini.wa.govtverify/Detaii.aspx?UBI=602001003&LIC=SPECIPM781 Bg&SAW= 1/2 11/6/23,8:02 AM SPECIALIZED PAVEMENT MRKG LLC No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No Iicenae viofa4 ons during the previous 6 year period. Certifications& Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent.Check their eligible programs and occupations. Workers'Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account Is current 002,816-01 Doing business as SPECIALIZED PAVEMENT MARKING Estimated workers reported Quarter 3 of Year 2023"76 to 100 Workers" L&I account contact T21 LINDA ALGUIRE(360)902-4678-Email:POTH236@Inl.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training-Effective July.1,2019 Exempt from this requirement. Contractor Strikes 1464 trikes have b®en Issued against this contractor. Contractors not allowed to bid No dabarmerns have been Issued against this contractor. Workplace Safety&Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 08/06/2021 Violations Inspection no. 317964101 Location N 34th&Stone Seattle,WA 98103 Inspection results date 03/1212021 No violations Inspection no. 317962291 Location 3102BStNw Auburn,WA 98001 https:/Isecure.Ini.wa.govfverify/Detail.aspx?UBI=602001003&LIC=SPECIPM781 B9&SAW= 2/2 � _� { BUSINESS LICENSE , STATE OF Issue Date: Dec 08, 2023 W,ASI-iINCTON Unified Business ID#: 602001003 Limited Liability Company Business ID#: 001 i Location: 0001 SPECIALIZED PAVEMENT MARKING, LLC Expires: Feb 28, 2025 r 11095 SW INDUSTRIAL WAY STE A TUALATIN OR 97062-9685 UNEMPLOYMENT INSURANCE-ACTIVE INDUSTRIAL INSURANCE-ACTIVE TAX REGISTRATION-ACTIVE t I CITY/COUNTY ENDORSEMENTS: ' FIFE GENERAL BUSINESS-NON-RESIDENT-ACTIVE ! KELSO GENERAL BUSINESS-NON-RESIDENT#13010369-ACTIVE is I MOUNT VERNON GENERAL BUSINESS-NON-RESIDENT-ACTIVE BATTLE GROUND GENERAL BUSINESS-NON-RESIDENT-ACTIVE " ELLENSBURG GENERAL BUSINESS-NON-RESIDENT(EXPIRES 6/30/2024)-ACTIVE MUKILTEO GENERAL BUSINESS-NON-RESIDENT-ACTIVE ' PUYALLUP GENERAL BUSINESS-NON-RESIDENT-ACTIVE ' LAKEWOOD GENERAL BUSINESS- NON-RESIDENT-ACTIVE ! 7 BAINBRIDGE ISLAND GENERAL BUSINESS-NON-RESIDENT-ACTIVE ' CHEHALIS GENERAL BUSINESS-NON-RESIDENT-ACTIVE ' . YELM GENERAL BUSINESS-NON-RESIDENT#13183-ACTIVE SHELTON GENERAL BUSINESS-NON-RESIDENT#0079270-ACTIVE RIDGEFIELD GENERAL BUSINESS-NON-RESIDENT-ACTIVE i BELLINGHAM GENERAL BUSINESS#071614-ACTIVE ; BONNEY LAKE GENERAL BUSINESS-NON-RESIDENT-ACTIVE ' K' `,i< 4fi1 JJItI 1 This document lists the registrations,endorsements,and licenses authorized for the business k. named above.By accepting this document,the licensee certifies the information on the application was complete,true,and accurate to the best of his or her knowledge,and that business will be W conducted in compliance with all applicable Washington state,county,and city regulations t)ir:<Ini t4Isz It neat of I .<<• I STATE OF WASHINGTON UBI: 602001003 001 0001 Expires: Feb 28, 2025 SPECIALIZED PAVEMENT UNEMPLOYMENT INSURANCE- MARKING,LLC ACTIVE 11095 SW INDUSTRIAL WAY STE A INDUSTRIAL INSURANCE-ACTIVE TUALATIN OR 97062-9685 TAX REGISTRATION-ACTIVE FIFE GENERAL BUSINESS- NON-RESIDENT-ACTIVE KELSO GENERAL BUSINESS- NON-RESIDENT#13010369-ACTIVE MOUNT VERNON GENERAL BUSINESS-NON-RESIDENT- ACTIVE BATTLE GROUND GENERAL BUSINESS-NON-RESIDENT- ACTIVE ELLENSBURG GENERAL BUSINESS- !)it r tw,Department of Revenue � BUSINESS LICENSE 2859" STATE l: d� �NASHIN O ON Issue Date: Dec 08, 2023 ` C, 4; E1 Limited Liability Company Unified Business ID#: 602001003 = t, l Business ID#: 001 f Location: 0001 SPECIALIZED PAVEMENT MARKING, LLC Expires: Feb 28, 2025 11095 SW INDUSTRIAL WAY STE A TUALATIN OR 97062-9685 CITY/COUNTY ENDORSEMENTS: BUCKLEY GENERAL BUSINESS-NON-RESIDENT-ACTIVE CARNATION GENERAL BUSINESS-NON-RESIDENT-ACTIVE COVINGTON GENERAL BUSINESS-NON-RESIDENT-ACTIVE DUPONT GENERAL BUSINESS-NON-RESIDENT#5885-ACTIVE t DUVALL GENERAL BUSINESS-NON-RESIDENT-ACTIVE ' EATONVILLE GENERAL BUSINESS-NON-RESIDENT-ACTIVE EDGEWOOD GENERAL BUSINESS-NON-RESIDENT(EXPIRES 10/31/2024)-ACTIVE -;j ENUMCLAW GENERAL BUSINESS-NON-RESIDENT#BUS2022-0238-ACTIVE GIG HARBOR GENERAL BUSINESS- NON-RESIDENT-ACTIVE t. ISSAQUAH GENERAL BUSINESS-NON-RESIDENT-ACTIVE LACEY GENERAL BUSINESS-NON-RESIDENT#211932-ACTIVE LAKE STEVENS GENERAL BUSINESS-NON-RESIDENT-ACTIVE LONGVIEW GENERAL BUSINESS- NON-RESIDENT#735792-ACTIVE MAPLE VALLEY GENERAL BUSINESS- NON-RESIDENT-ACTIVE w MARYSVILLE GENERAL BUSINESS-NON-RESIDENT#042000N921 -ACTIVE MILTON GENERAL BUSINESS-NON-RESIDENT-ACTIVE ig NEWCASTLE GENERAL BUSINESS-NON-RESIDENT-ACTIVE NORTH BEND GENERAL BUSINESS-NON-RESIDENT#022044.0-ACTIVE OLYMPIA GENERAL BUSINESS-NON-RESIDENT#28013-ACTIVE f; This document lists the registrations,endorsements, and licenses authorized for the business named above.By accepting this document,the licensee certifies the information on the application M' was complete,true,and accurate to the best of his or her knowledge,and that business will be q; conducted in compliance with all applicable Washington state,county,and city regulations. /"Y."tor,t}epartment of R""vow. ' STATE OF WASHINGTON UBI: 602001003 001 0001 Expires: Feb 28, 2025 SPECIALIZED PAVEMENT UNEMPLOYMENT INSURANCE- MARKING,LLC ACTIVE 11095 SW INDUSTRIAL WAY STE A INDUSTRIAL INSURANCE-ACTIVE TUALATIN OR 97062-9685 TAX REGISTRATION-ACTIVE FIFE GENERAL BUSINESS- NON-RESIDENT-ACTIVE KELSO GENERAL BUSINESS- NON-RESIDENT#13010369-ACTIVE MOUNT VERNON GENERAL BUSINESS-NON-RESIDENT- ACTIVE BATTLE GROUND GENERAL BUSINESS-NON-RESIDENT- ACTIVE ELLENSBURG GENERAL BUSINESS- Director,Department of Revenue c2L. 7. BUSINESS LICENSE ' 1 Id6U N i STATE OF x wAst+IncToe Issue Date: Dec 08, 2023 i Limited Liabilit Com an Unified Business ID#: 602001003 ; y p Y Business ID#: 001 Location: 0001 ' SPECIALIZED PAVEMENT MARKING, LLC Expires: Feb 28, 2025 11095 SW INDUSTRIAL WAY STE A TUALATIN OR 97062-9685 CITY/COUNTY ENDORSEMENTS: PORT ORCHARD GENERAL BUSINESS-NON-RESIDENT-ACTIVE PORT TOWNSEND GENERAL BUSINESS-NON-RESIDENT#014917(EXPIRES 9/30/2024)-ACTIVE POULSBO GENERAL BUSINESS-NON-RESIDENT-ACTIVE SEDRO WOOLLEY GENERAL BUSINESS-NON-RESIDENT-ACTIVE SULTAN GENERAL BUSINESS-NON-RESIDENT-ACTIVE TUMWATER GENERAL BUSINESS- NON-RESIDENT#R-015029-ACTIVE WOODINVILLE GENERAL BUSINESS-NON-RESIDENT-ACTIVE VANCOUVER GENERAL BUSINESS-NON-RESIDENT-ACTIVE QUINCY GENERAL BUSINESS-NON-RESIDENT-ACTIVE BLACK DIAMOND GENERAL BUSINESS-NON-RESIDENT-ACTIVE SNOHOMISH GENERAL BUSINESS-NON-RESIDENT-ACTIVE TUKWILA GENERAL BUSINESS-NON-RESIDENT-ACTIVE CASTLE ROCK GENERAL BUSINESS-NON-RESIDENT-ACTIVE EDMONDS GENERAL BUSINESS-NON-RESIDENT(EXPIRES 4/30/2024)-ACTIVE SEATAC GENERAL BUSINESS-NON-RESIDENT-ACTIVE MERCER ISLAND GENERAL BUSINESS-NON-RESIDENT#220151 -ACTIVE FEDERAL WAY GENERAL BUSINESS-NON-RESIDENT#16-104772-00-BL-ACTIVE WENATCHEE GENERAL BUSINESS-NON-RESIDENT-ACTIVE LYNNWOOD GENERAL BUSINESS-NON-RESIDENT-ACTIVE This document lists the registrations,endorsements, and licenses authorized for the business named above.By accepting this document,the licensee certifies the information on the application was complete,true,and accurate to the best of his or her knomdedge,and that business will be c nuluctec(he<orrrlslia.ic,with all applicable 1Nashington state,county,and city regulations. STATE OF WASHINGTON UBI: 602001003 001 0001 Expires: Feb 28,2025 SPECIALIZED PAVEMENT UNEMPLOYMENT INSURANCE- MARKING,LLC ACTIVE 11095 SW INDUSTRIAL WAY STE A INDUSTRIAL INSURANCE-ACTIVE TUALATIN OR 97062-9685 TAX REGISTRATION-ACTIVE FIFE GENERAL BUSINESS- NON-RESIDENT-ACTIVE KELSO GENERAL BUSINESS- NON-RESIDENT#13010369-ACTIVE MOUNT VERNON GENERAL BUSINESS-NON-RESIDENT- ACTIVE BATTLE GROUND GENERAL BUSINESS-NON-RESIDENT- ACTIVE ELLENSBURG GENERAL BUSINESS- 1I C _b M BUSINESS LICENSE STATE OF Issue Date: Dec 08, 2023 MSHINGTON E{; Unified Business ID#: 602001003 ' Limited Liability Company Business ID#: 001 Location: 0001 SPECIALIZED PAVEMENT MARKING, LLC Expires: Feb 28, 2025 ' i 11095 SW INDUSTRIAL WAY STE A + TUALATIN OR 97062-9685 CITY/COUNTY ENDORSEMENTS: MOUNTLAKE TERRACE GENERAL BUSINESS-NON-RESIDENT-ACTIVE CAMAS GENERAL BUSINESS-NON-RESIDENT-ACTIVE �! YAKIMA GENERAL BUSINESS-NON-RESIDENT#BL078135-ACTIVE BURIEN GENERAL BUSINESS-NON-RESIDENT-ACTIVE z . RAYMOND GENERAL BUSINESS-NON-RESIDENT(EXPIRES 9/30/2024)-ACTIVE : `t REDMOND GENERAL BUSINESS-NON-RESIDENT#RED10-000267-ACTIVE ABERDEEN GENERAL BUSINESS-NON-RESIDENT#216825-ACTIVE BREMERTON GENERAL BUSINESS-NON-RESIDENT#35188-ACTIVE ARLINGTON GENERAL BUSINESS-NON-RESIDENT-ACTIVE PACIFIC GENERAL BUSINESS-NON-RESIDENT#3409-ACTIVE WOODLAND GENERAL BUSINESS-NON-RESIDENT(EXPIRES 6/30/2024)-ACTIVE BOTHELL GENERAL BUSINESS-NON-RESIDENT#14304-ACTIVE AUBURN GENERAL BUSINESS-NON-RESIDENT#BUS-27986-ACTIVE , 1 SNOQUALMIE GENERAL BUSINESS-NON-RESIDENT-ACTIVE LICENSING RESTRICTIONS: Aberdeen city license valid until canceled by either party. No person, or business, or those under their control, shall cause or allow the discharge of unauthorized pollutants \Y'k tly/ 51 This document lists the registrations,endorsements, and licenses authorized for the business 7 named above.By accepting this document,the licensee certifies the information on the application was complete true,and accurate to the best of his or her knowledge,and that business will be condueterl in cqmhliarue with all applicable Washington stake,comity,and city regulations. of€;1�<>nue STATE OF WASHINGTON UBI: 602001003 001 0001 Expires: Feb 28, 2025 SPECIALIZED PAVEMENT UNEMPLOYMENT INSURANCE- MARKING,LLC ACTIVE 11095 SW INDUSTRIAL WAY STE A INDUSTRIAL INSURANCE-ACTIVE TUALATIN OR 97062-9685 TAX REGISTRATION-ACTIVE FIFE GENERAL BUSINESS- NON-RESIDENT-ACTIVE KELSO GENERAL BUSINESS- NON-RESIDENT#13010369-ACTIVE MOUNT VERNON GENERAL BUSINESS-NON-RESIDENT- ACTIVE BATTLE GROUND GENERAL BUSINESS-NON-RESIDENT- ACTIVE ELLENSBURG GENERAL BUSINESS- Director,Drparlmrnt of Revenue 5 d. P•,; BUSINESS LICENSE STATE 7889 5, WA SHIN TON Issue Date: Dec 08, 2023 0 t Unified Business ID#: 602001003 ' Limited Liability Company Business ID#:001 el Location: 0001 ' SPECIALIZED PAVEMENT MARKING, LLC Expires: Feb 28,2025 r 11095 SW INDUSTRIAL WAY STE A '? TUALATIN OR 97062-9685 f (e.g. chemicals, oils, detergents, or wastewater)into a City of Redmond storm water drainage system,surface water bodies or groundwater. ` Not licensed to hire minors without a Minor Work Permit. i li c REGISTERED TRADE NAMES: { SPECIALIZED PAVEMENT MARKING, LLCkk T II Aj ),1! 6A � Yx is t I This document lists the registrations, endorsemetits, and licenses authorized for the business Pa k> named above.By accepting this document,the licensee certifies the information on the application � was complete,true,and accurate to the best of his or her knowledge,and that business will be conducted in compliance with all applicable Washington state,county,and city regulations. Direcuny Department of Revenue STATE OF WASHINGTON UBI: 602001003 001 0001 Expires: Feb 28, 2025 SPECIALIZED PAVEMENT UNEMPLOYMENT INSURANCE— MARKING,LLC ACTIVE 11095 SW INDUSTRIAL WAY STE A INDUSTRIAL INSURANCE—ACTIVE TUALATIN OR 97062-9685 TAX REGISTRATION-ACTIVE FIFE GENERAL BUSINESS— NON-RESIDENT-ACTIVE KELSO GENERAL BUSINESS— NON-RESIDENT#13010369—ACTIVE MOUNT VERNON GENERAL BUSINESS-NON—RESIDENT— ACTIVE BATTLE GROUND GENERAL BUSINESS-NON-RESIDENT- ACTIVE ELLENSBURG GENERAL BUSINESS- Director,Uepartmenl of Revenue CONTRACT DOCUMENTS CONTENTS Contract ............................................................................................. 59 Performance Bond (272-002A) ............................................................... 62 Payment Bond (272-003A) .................................................................... 63 2023 Road Diets/Holcomb 58 December 28, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and Specialized Pavement Marking, LLC organized under the laws of the State of Washington , located and doing business at 175 Roy Rd SW BLDG C,_Pacific, WA 98047 ("Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: 2023 City Safety Road Diets/Federal Aid Number: HSIP- 000S(604)/Project Number: 21-3003 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2023 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2023 WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and work shall be physically completed within forty (40) working days. The term of this Contract shall continue until all work has been completed, Final Acceptance has occurred, and all Contractor obligations have been fulfilled. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. The total contract amount for all Work performed under this Contract, including Washington State Sales Tax, is $ 1,106,710. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 2023 Road Diets/Holcomb 59 December 28, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns 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 contract, except for injuries and damages caused by the sole negligence of the City. 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 contract 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 officers, 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 THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 2023 Road Diets/Holcomb 60 December 28, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 CITY OF KENT BY! 6 DANA RALPH, MAYOR DATE: 03/07/2024 ATTEST: KIMBERL . KOMOTO, CITY CLERK APPROVED AS TO FORM: jqvi't- KENT LAW DEPARTMENT CONTRACTOR BY: PRINT NAME: Mark Price TITLE: President DATE: 2.16.24 2023 (toad Diets/Holcomb 61 December 28, 2023 Federal Aid Number: HSIP 000S(604) Pro)ect Number: 21.3003 PUBLIC WORKS PERFORMANCE BOND to City of Kent , WA Bond No. SPA 150008 007 City of Kent Washington, (_Obligee ) has awarded to Specialized Pavement Marking, LLC (Principal), a Contract for the construction of the project designated as 2023 City Safety Road Diets , Project No. 21-3003 , in City of Kent , Washington (Contract), and,said Principal is required under the terms of that Contract to furnish a bond for performance of all obligations under the Contract. The Principal, and SiriusPoint America Insurance Company (Surety), a corporation organized under the laws of the State of New York and licensed to do business in the State of Washington as surety and named in the current list of "Surety Companies Acceptable in Federal Bonds"as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept., are jointly and severally held and firmly bound to the City of Kent,Washington in the sum of One Million One Hundred Six Thousand Seven Hundred Ten 00/100 US Dollars (a' 1,106,710.00 )Total Contract Amount, subject to the provisions herein. This statutory performance bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall well and faithfully perform all of the Principal's obligations under the Contract and fulfill all the terms and conditions of all duly authorized modifications,additions, and changes to said Contract that may hereafter be made, at the lime and in the manner therein specified; and if such performance obligations have not been fulfilled, this bcnd shall remain in full force and effect. The Surety agrees to indemnify, defend,and protect the City of Kent against any claim of direct or indirect loss resulting from the failure of the Principal, its heirs, executors, administrators, successors, or assigns (or any of the employees, subcontractors, or lower tier subcontractors of the Principal) to faithfully perform the Contract. The Surety for value received agrees that no change,extension of time, alteration or addition to the terms of the Contract, the specifications accompanying the Contract,or to the work to be performed under the Contract shall in any way affect its obligation on this bond,and waives notice of any change,extension of time,alteration or addition to the terms of the Contract or the work performed. The Surety agrees that modifications and changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two(2)original counterparts,and shall be signed by the parties'duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and origiral power of attorney for the officer executing on behalf of the surety. The Surety agrees to be bound by the laws of the state of Washington and subjected to the jurisdiction of the state of Washington. PRINCIPA Specialized Pavement Marking, LLC SURETY SiruisP int Am rica Insurance Company �� ��' - � /9 Z a 21{ 02,10!2024 FrinGlpaT Signature Date Suret�re Date �m � Q Aaron P. Clark Printed Narne Printed Narne �a,5 Attorney-in-Fact _ Title Title Local off icelagent o`Surety Company: Name Lockton Companies Telephone 713-458-5200 Address 3657 Briarpark Dr. Suite 700 Houston,TX 77042 DOT tarn,272-002A 62 r212o19 PUBLIC WORKS PAYMENT BOND to City of Kent , WA Bond No. SPA 150008 007 _ City_of Kent _ .. Washington, (_ Obligee _ ) has awarded to Specialized Pavement Marking LLC (Principal), a Contract for the construction of the project designated as 2023 City Safety Road Diets , Project No. 21-3003 , in City of Kent , Washington (Contract), and said Principal is required under the terms of that Contract to furnish a payment bond in accord with Title 39.08 Revised Code of Washington (RCW)and (where applicable)60.28 RCW. The Principal and_,_.Si iusPoint America Insurance Company (Surety), a corporation organized under the laws of the State of New York andtcensed to do business in the State of Washington as surety and named in the current list of "Surety Companies Acceptable in Federal Bonds"as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S. Treasury Dept.,are jointly and severally held and firmly bound to City of Kent,Washington in the sum of One Million One Hundred Six Thousand Seven Hundred Ten 00/100 _ _ _ US Dollars ($ � 1,106,710.00 �-) Total Contracl Amount, subject to the provisiors herein. This statutory pa_ynient bond shall become null and void, if and when the Principal, its heirs, executors, administrators, successors, or assigns shall pay all persons in accordance with RCW Titles 60.28, 39.08,and 39,12 including all workers, laborers, mechanics, subcontractors, lower tier subcontractors, and material suppliers, and all persons who shall supply such contractor or subcontractor with provisions and supplies for the carrying on of such work, and all taxes incurred on said Contract under Title 50 and 51 RCW and all taxes imposed on the Principal under Title 82 RCW; and if such payment obligations have not been fulfilled, this bond shall remain in full force and effect. The Surety agrees to indemnify, defend, and protect the City of Kent against any claim of direct or indirect loss resulting frum the failure of lire f'riricipal, its heirs,executors. administrators, successors, or assigns, (or the subcontractors or lower tier subcontractors of the Principal)to pay all laborers.mechanics, subcontractors. lower tier subcontra:tors materialpersons, and all persons who shall supply such contractor or subcontractors with provisions and supplies for the carrying on of such work. The Surety for value received agrees that no change, extension of time, alteration or addition to the terms of the Contract. the specifications accompanying the Contract,or to the work to be performed under the Contract shall in any way affect its obligation on this bond, except as provided herein, and waives notice of any change, extension of time, alteration or addition to the terms of the Contract or the work performed.The Surety agrees that modifications aid changes to the terms and conditions of the Contract that increase the total amount to be paid the Principal shall automatically increase the obligation of the Surety on this bond and notice to Surety is not required for such increased obligation. This bond may be executed in two(2)original counterparts, and shall be signed by the parties'duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed and origiral power of attorney for the officer executing on behalf of the surety. The Surety agrees to be bound by the laws of the state of Washington and subjected to the jurisdiction of the state of Washington. PRINT pecialized Pavement Marking, LLC SURETY iru: Poi America Insurance Company 2 �2� 02/19/2024 Principal Sign ure/,� j Date Sure y,rgnatufe Date M a r T C(Z __ Aaron P. Clark Printed Name Printed Narne /P (l f,�-I` Attorney-in-Fact Title Title Local officelagent o,Surety Company: Name Lockton Companies Telephone 713-458-5200 Address 3657 Briarpark Dr., Suite 700, Houston,TX 77042 DOT Fo.m 272-003A EF 63 12,12019 �IG�CJL�it� LOCHOU01_0323 POWER OF ATTORNEY SIRIUSPOINT AMERICA INSURANCE COMPANY NEW YORK fGNOW ALI,MEN BY THESE PRESENTS: That SiriusPoint America Insurance Company,a New York corporation,having its principal office in the City of New York,pursuant to the following Resolution,which was adopted by the Board of Directors of the Company,to wit: RESOLVED,that the President,Senior Vice President,Chief Financial Officer,Secretary or Assistant Secretary is hereby authorized to execute Powers of Attomey appointing as attorneys-in-fact selected employees of certain surely companies who shall have the power for and on behalf of the Company to execute and affix the seal of the Company to surety contracts as co-surely. - Does hereby nominate,constitute and appoint: Aaron P.Clark,Robert F.Bobo,Timothy F.Kelly,Teresa D.Kelly,Rachel Richardson,Laura Kneitz,Florence McClellan,Craig C Payne Its Ime and lawful attorney-in-fact,to make,execute,seal and deliver for and on its behalf,and as its act anddeed;any and all bonds,contracts,agreements of indemnity,and other undertakings in suretyship(NOT INCLUDING bonds without a fixed penalty or financial guarantee bonds)andto bind theCompany thereby as fully and to the same extent as if same were signed by the duly authorized officers of the Company,provided,however,that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: S50,000,000 single bond limit All acts of said attorneys-in-fact pursuant to the authorities herein given are hereby ratified and confirmed.Tire executive officers listed above in the Resolution may flour time to time and at any time remove any such appointee and revoke the power given to him or her. The execution of such bonds or undertakings in pursuance of these presents,within one year of the date of issue of these presents,shall be binding upon said Company,as fully andamply,to all intents andpurposes,as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its office in New York,New York,in their ownproper persons. 1 N WITNESS WHEREOF,SiriusPoint America Insurance Company has caused its corporate seal to be hereunto affixed,and these presents to be signed by its Secretary this 17thday of August in the year2023, SiriusPoint America hrsurau• Company By: Melissa .Ralpb� Secretary Stale of New York ) ss. County of New York On this 17'day of August 2023,before me,a Notary Public of the Stale of New York in and for the County of New York duly commissioned and qualified,came Melissa J.Ralph,Secretary,ofSiriusPoinl America insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and acknowledged the execution of the same,and,being by me duly swom,deposeth and sailh,that she is lire officer of the Company aforesaid,and that the seal affixed to the preceding instrument as the corporate seal of said Company,and the said corporate seal and her signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Company,referred to in the preceding instrument,is now in force. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my official seal. `1 =TNAEJAEIS-SCOTT olaryPubUBLIC My Com ' ion expires JERSEY Lk�� 4 t ypz5•ES MARCH 31,2028State of New York #50 r 1 County of New York 1,Melissa J.Ralph,Secretary,ofSiriusPoint America Insurance Company,a New York corporation,do hereby certify that the above and foregoing is a lull,true correct copy of Power of Attorney,is still in force and effect and has not been revoked. IN WITNESS W HEREOF,I have hereunto set my hand and affixed the seal of said Company this 19 day ofCebruary,2024 ��,,,,CrArjs�rrc/� bi...tssaJ.Ralph -- '� 11`FWQLI ='3f SEAL 1979 ''���prrrrl*rnitta�"� DATE(MM/DD/YYYY) AID o CERTIFICATE OF LIABILITY INSURANCE I 02/16/2024 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 2 certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT '4) NAME: Aon Risk Insurance services west, Inc. Denver c0 office (A/cC..No.Ext): (303) 758-7688 FAX No.): (303) 758-9458 200 Clayton Street, Suite 800 E-MAIL p Denver co 80206 USA ADDRESS: _ INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: Zurich American Ins co 16535 specialized Pavement Marking, LLc INSURER B: American Zurich Ins Co 40142 175 Roy Road sw, Bldg c Pacific WA 98047 USA INSURERC: Arch specialty insurance company 21199 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570103958729 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY FF. MM/DD/YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y GL0705822200 OT77=ZT777= EACH OCCURRENCE $2,000,000 CLAIMS-MADE M OCCUR DAMAGE TO RENTED $1,000,000 PREMISES Ea occurrence MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $2,000,000 N GENT AGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $4,000,000 bo POLICY ❑X PRO- JECT ❑LOC PRODUCTS-COMP/OP AGG $4,000,000 0 OTHER: A Y Y BAP 7058223 00 01/01/2024 01/01/2025 COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY $1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) C Z OWNED SCHEDULED BODILY INJURY(Per accident) N AUTOS ONLY AUTOS la HI RED AUTOS NON-OWNED PROPERTY DAMAGE V ONLY AUTOS ONLY Per accident t= N C X UMBRELLA LIAB X OCCUR UXPIO5098901 01/01/2024 01/01/2025 EACH OCCURRENCE $5,000,000 U EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED RETENTION B WORKERS COMPENSATION AND Y WC705822400 01/01/2024 01/01/2025 X I PER STATUTE I OTH- EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000- DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) General Liability includes ongoing and/or completed operations coverage. RE: Job/Location/Project: SPM: 27491 - city Safety Road Diets - 21-3003. City of Kent is included as Additional Insured in accordance with the policy provisions of the General Liability and Automobile Liability policies. A waiver of subrogation is granted in favor of City of Kent in accordance with `� the policy provisions of the General Liability, Automobile Liability and workers' compensation policies. wk CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. city Of Kent AUTHORIZED REPRESENTATIVE 220 4th Avenue S. Kent WA 98032 USA ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD POLICY NUMBER: GLO 7058222 00 COMMERCIAL GENERAL LIABILITY CG 20 37 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations Any Person or Organization required by written contract or All locations and All Operations. agreement. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following is added to organization(s) shown in the Schedule, but only Section III—Limits Of Insurance: with respect to liability for"bodily injury"or"property If coverage provided to the additional insured is damage"caused, in whole or in part, by"your work" required by a contract or agreement, the most we at the location designated and described in the will pay on behalf of the additional insured is the Schedule of this endorsement performed for that amount of insurance: additional insured and included in the "products- completed operations hazard". 1. Required by the contract or agreement; or However: 2. Available under the applicable limits of 1. The insurance afforded to such additional insurance; insured only applies to the extent permitted by whichever is less. law; and This endorsement shall not increase the applicable 2. If coverage provided to the additional insured is limits of insurance. required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 12 19 ©Insurance Services Office, Inc., 2018 Page 1 of 1 Wolters Kluwer Financial Services, Inc. I Uniform Forms POLICY NUMBER: GLO 7058222 00 COMMERCIAL GENERAL LIABILITY CG 20 10 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Or anization(s) Location(s) Of Covered Operations Any Person or Organization required by written contract or All locations. agreement. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional organization(s) shown in the Schedule, but only exclusions apply: with respect to liability for "bodily injury", "property This insurance does not apply to "bodily injury" or damage" or "personal and advertising injury" property damage occurring after: pp y y caused, in whole or in part, by: 1. All work, including materials, parts or equipment 1. Your acts or omissions; or furnished in connection with such work, on the 2. The acts or omissions of those acting on your project (other than service, maintenance or behalf; repairs) to be performed by or on behalf of the in the performance of your ongoing operations for additional insured(s) at the location of the the additional insured(s) at the location(s) covered operations has been completed; or designated above. 2. That portion of "your work" out of which the However: injury or damage arises has been put to its intended use by any person or organization 1. The insurance afforded to such additional other than another contractor or subcontractor insured only applies to the extent permitted by engaged in performing operations for a principal law; and as a part of the same project. 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 10 12 19 ©Insurance Services Office, Inc., 2018 Page 1 of 2 Wolters Kluwer Financial Services, Inc.I Uniform Forms C. With respect to the insurance afforded to these 2. Available under the applicable limits of additional insureds, the following is added to insurance; Section III—Limits Of Insurance: whichever is less. If coverage provided to the additional insured is This endorsement shall not increase the applicable required by a contract or agreement, the most we limits of insurance. will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or Page 2 of 2 ©Insurance Services Office, Inc., 2018 CG 20 10 12 19 0 Blanket Notification to Others of Cancellation ZURICH or Non-Renewal Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'I.Prem Return Prem. GLO 7058222 00 01/01/24 01/01/25 01/01/24 70134000 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. If we cancel or non-renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non-renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to the first Named Insured. Such list: 1. Must be provided to us prior to cancellation or non-renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non-renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non-renewal, but not including conditional notice of renewal. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non-renewal date; 2. Negate the cancellation or non-renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. All other terms and conditions of this policy remain unchanged. U-GL-1521-A CW(10/12) Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Other Insurance Amendment — Primary And Non 0 - Contributory ZURICH Policy No. Eff. Date of Pol. I Exp. Date of Pol. I Eff.Date of End. I Producer No. Add].Prem Return Prem. GLO 7058222 00 01/01/24 01/01/25 01/01/24 70134000 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Address (including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part 1. The following paragraph is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is primary insurance to and will not seek contribution from any other insurance available to an additional insured under this policy provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by a written contract or written agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same 'occurrence", offense, claim or "suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. All other terms and conditions of this policy remain unchanged. U-GL-1327-B CW(04/13) Page 1 of 1 Confidential\Personal Data Includes copyrighted material of Insurance Services Office, Inc.,with its permission. POLICY NUMBER: GLO 7058222 00 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: All persons and/or organizations that are required by written contract, or agreement with the insured, executed prior to the accident or loss, that waiver of subrogation be provided under this policy for work performed by you for that person and/or organization. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Sec- tion IV—Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the"products-completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 1 Wolters Kluwer Financial Services Uniform FormsT"' POLICY NUMBER: BAP 7058223 00 COMMERCIAL AUTO CA20481013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED FOR COVERED AUTOS LIABILITY COVERAGE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" for Covered Autos Liability Coverage under the Who Is An Insured provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Frontline Road Safety Holdings II, LLC Endorsement Effective Date: 1/1/24 SCHEDULE Name Of Person(s) Or Organization(s): Any Person or Organization required by written contract or agreement. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Each person or organization shown in the Schedule is an "insured" for Covered Autos Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Paragraph A.I. of Section II — Covered Autos Liability Coverage in the Business Auto and Motor Carrier Coverage Forms and Paragraph D.2. of Section I — Covered Autos Coverages of the Auto Dealers Coverage Form. CA 20 48 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 Wolters Kluwer Financial Services Uniform Forms' Blanket Notification to Others of Cancellation a or Non-Renewal ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. BAP 7058223 00 Effective Date: 01/01/24 This endorsement modifies insurance provided under the: Commercial Automobile Coverage Part SCHEDULE The total number of days for mailing or delivering with respect to Paragraph B.I. of this endorsement is amended to indicate the following number of days: The total number of days for mailing or delivering with respect to Paragraph 113.2. of ** this endorsement is amended to indicate the following number of days: * If a number is not shown here, 10 days continues to apply. ** If a number is not shown here, 30 days continues to apply. A. If we cancel or non-renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non-renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to the first Named Insured. Such list: 1. Must be provided to us prior to cancellation or non-renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non-renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within 10 days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non-renewal, but not including conditional notice of renewal, unless a greater number of days is shown in the Schedule of this endorsement for the mailing or delivering of such notification with respect to Paragraph B.1. or Paragraph B.2. above. U-CA-832-B CW(03/23) Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non-renewal date; 2. Negate the cancellation or non-renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA-832-B CW(03/23) Page 2 of 2 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Policy Number: BAP 7058223 00 COMMERCIAL AUTO Effective Date: 01/01/24 CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance B. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and Condition in the Auto Dealers Coverage Form and the Other Insurance — Primary And Excess supersedes any provision to the contrary: Insurance Provisions in the Motor Carrier This Coverage Form's Covered Autos Liability Coverage Form and supersedes any provision to Coverage and General Liability Coverages are the contrary: primary to and will not seek contribution from any This Coverage Form's Covered Autos Liability other insurance available to an"insured"under your Coverage is primary to and will not seek policy provided that: contribution from any other insurance available to 1. Such "insured" is a Named Insured under such an "insured" under your policy provided that: other insurance; and 1. Such "insured" is a Named Insured under such 2. You have agreed in writing in a contract or other insurance; and agreement that this insurance would be primary 2. You have agreed in writing in a contract or and would not seek contribution from any other agreement that this insurance would be primary insurance available to such "insured". and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 ©Insurance Services Office, Inc., 2016 Page 1 of 1 Wolters Kluwer Financial Services I Uniform FormsTM POLICY NUMBER: BAP 7058223 00 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Frontline Road Safety Holdings II, LLC Endorsement Effective Date: 01/01/24 SCHEDULE Name(s) Of Person(s) Or Organization(s): ONLY THOSE PERSONS OR ORGANIZATIONS FOR WHOM YOU ARE REQUIRED TO WAIVE YOUR RIGHTS OF RECOVERY UNDER THE TERMS OF A WRITTEN CONTRACT. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the"accident" or the "loss" under a contract with that person or organization. CA 04 44 10 13 ©Insurance Services Office, Inc., 2011 Page 1 of 1 Wolters Kluwer Financial Services I Uniform FormsTM WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 04-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule All persons and/or organizations that are required by written contract, or agreement with the insured, executed prior to the accident or loss, that waiver of subrogation be provided under this policy for work performed by you for that person and/or organization. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective: 1/1/24 Policy No.: WC 7058224 00 Endorsement No. Insured: Frontline Road Safety Holdings II, LLC Premium $: INCL Insurance Company:American Zurich Insurance Company Countersigned by WC124 (4-84) Page 1 of 1 WC 00 03 13 Copyright 1983 National Council on Compensation Insurance,Inc. Uniform FormsTM WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT- CALIFORNIA This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 01/01/24 at 12:01 A.M. standard time, forms a part of (DATE) Policy No.: WC 7058224 00 Endorsement No. of the American Zurich Insurance Company (NAME OF INSURANCE COMPANY) issued to: Frontline Road Safety Holdings II, LLC Premium (if any) $: INCL Authorized Representative We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be %of the California workers'compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description All persons and/or organizations that are required by written contract, or agreement with the insured, executed prior to the accident or loss, that waiver of subrogation be provided under this policy for work performed by you for that person and/or organization. WC 252(4-84) WC 04 03 06(Ed.4-84) Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 43 BLANKET NOTIFICATION TO OTHERS OF CANCELLATION OR NONRENEWAL ENDORSEMENT This endorsement adds the following to Part Six of the policy. PART SIX CONDITIONS Blanket Notification to Others of Cancellation or Nonrenewal 1. If we cancel or non-renew this policy by written notice to you, we will mail or deliver notification that such policy has been cancelled or non-renewed to each person or organization shown in a list provided to us by you if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to you. Such list: a. Must be provided to us prior to cancellation or non-renewal; b. Must contain the names and addresses of only the persons or organizations requiring notification that such policy has been cancelled or non-renewed; and c. Must be in an electronic format that is acceptable to us. 2. Our notification as described in Paragraph 1. above will be based on the most recent list in our records as of the date the notice of cancellation or non-renewal is mailed or delivered to you. We will mail or deliver such notification to each person or organization shown in the list: a. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or b. At least 30 days prior to the effective date of: (1) Cancellation, if cancelled for any reason other than nonpayment of premium; or (2) Non-renewal, but not including conditional notice of renewal. 3. Our mailing or delivery of notification described in Paragraphs 1. and 2. above is intended as a courtesy only. Our failure to provide such mailing or delivery will not: a. Extend the policy cancellation or non-renewal date; b. Negate the cancellation or non-renewal; or c. Provide any additional insurance that would not have been provided in the absence of this endorsement. 4. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs 1. and 2. above. All other terms and conditions of this policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective: 1/1/24 Policy No. :WC 7058224 00 Endorsement No. Insured: Frontline Road Safety Holdings II, LLC Premium $: INCL Insurance Company:American Zurich Insurance Company WC 99 06 43 Page 1 of 1 (Ed.01-13) Includes copyright material of the National Council on Compensation Insurance, Inc. used with its permission. ©2012 Copyright National Council on Compensation Insurance, Inc.All Rights Reserved. SPECIAL PROVISIONS CONTENTS PAGE INTRODUCTION .......................................................................... SP-1 DIVISION 1 GENERAL REQUIREMENTS ................................. SP-2 Description of Work.................................................... SP-2 1-01 Definitions and Terms................................................. SP-2 1-02 Bid Procedures and Conditions ..................................... SP-4 1-03 Award and Execution of Contract.................................. SP-9 1-04 Scope of the Work ..................................................... SP-10 1-05 Control of Work ......................................................... SP-11 1-06 Control of Material ..................................................... SP-16 1-07 Legal Relations and Responsibilities to the Public ............ SP-19 1-08 Prosecution and Progress ............................................ SP-41 1-09 Measurement and Payment ......................................... SP-45 1-10 Temporary Traffic Control ........................................... SP-45 DIVISION 2 EARTHWORK...................................................... SP-51 2-02 Removal of Structures and Obstructions ........................ SP-51 2-07 Watering .................................................................. SP-53 DIVISION 8 MISCELLANEOUS CONSTRUCTION ..................... SP-54 8-09 Raised Pavement Markers ........................................... SP-54 8-10 Guide Posts .............................................................. SP-56 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical .......................... SP-59 8-21 Permanent Signing..................................................... SP-63 8-22 Pavement Marking ..................................................... SP-65 8-23 Temporary Pavement Markings .................................... SP-73 DIVISION 9 MATERIALS........................................................ SP-74 9-28 Signing Materials and Fabrication ................................. SP-74 9-29 Illumination, Signal, Electrical ...................................... SP-75 KENT STANDARD PLANS ............................................................. A-1 WSDOT STANDARD PLANS.......................................................... A-2 TRAFFIC CONTROL PLANS .......................................................... A-3 STATE AND FEDERAL PREVAILING WAGE RATES ........................ A-4 2023 Road Diets/Holcomb December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 INTRODUCTION TO THE SPECIAL PROVISIONS (December 10, 2020 APWA GSP) The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2023 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work. These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply. The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example: (March 8, 2013 APWA GSP) (April 1, 2013 WSDOT GSP) Also incorporated into the Contract Documents by reference are: • Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any • Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition • Kent Design and Construction Standards, current edition; • American Water Works Association Standards, current edition; • The current edition of the "National Electrical Code." Contractor shall obtain copies of these publications, at Contractor's own expense. 2023 Road Diets/Holcomb SIP - 1 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 DIVISION 1 - GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995, WSDOT GSP) This Contract will rechannelize three segments of roadway to decrease the number vehicle travel lanes and add a two way left turn lane and add bike lanes to the roads. 1-01 DEFINITIONS AND TERMS 1-01.3 Definitions (January 19, 2022 APWA GSP) Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with the following: Dates Bid Opening Date The date on which the Contracting Agency publicly opens and reads the Bids. Award Date The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date The date the Contracting Agency officially binds the Agency to the Contract. Notice to Proceed Date The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract. Physical Completion Date The day all of the Work is physically completed on the project. All documentation required by the Contract and required by law does not necessarily need to be furnished by the Contractor by this date. Completion Date The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the contract are fulfilled by the Contractor. All documentation required by the Contract and required by law must be furnished by the Contractor before establishment of this date. Final Acceptance Date The date on which the Contracting Agency accepts the Work as complete. Supplement this Section with the following: 2023 Road Diets/Holcomb SP - 2 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 All references in the Standard Specifications or WSDOT General Special Provisions, to the terms "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". All references to the terms "State" or "state" shall be revised to read "Contracting Agency" unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise. All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". All references to "final contract voucher certification" shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted. Additive A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid. Alternate One of two or more units of work or groups of bid items, identified separately in the Bid Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. Contract Bond The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) are required by the Contract Documents, which may be a combination of a Payment Bond and a Performance Bond. Contract Documents See definition for "Contract". Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Notice of Award The written notice from the Contracting Agency to the successful Bidder signifying the Contracting Agency's acceptance of the Bid Proposal. 2023 Road Diets/Holcomb SP - 3 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Notice to Proceed The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this section and replace it with the following: 1-02.1 Qualifications of Bidder (January 24, 2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications (February 1, 2023 Kent Special Provisions) Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. 1-02.4(1) General (December 30, 2022 APWA GSP Option A) The first sentence of the ninth paragraph, beginning with "Prospective Bidder desiring...", is revised to read: Prospective Bidder desiring an explanation or interpretation of the Bid Documents, must request the explanation or interpretation in writing soon enough to allow a written reply to reach all prospective Bidders before the submission of their Bids. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms (July 31, 2017 APWA GSP) 2023 Road Diets/Holcomb SP - 4 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Delete this section and replace it with the following: The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, telephone number, and signature; the bidder's UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6(1) Recycled Materials Proposal (January 4, 2016 APWA GSP) The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the project, using the form provided in the Contract Provisions. 1-02.7 Bid Deposit (February 1, 2023 Kent Special Provisions) A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. 1-02.9 Delivery of Proposal (January 19, 2022 APWA GSP Option Q Delete this section and replace it with the following: Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as stated in the Call for Bids clearly marked on the outside of the 2023 Road Diets/Holcomb SP - 5 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the following items, as required by Section 1-02.6: • DBE Utilization Certification (WSDOT 272-056) • DBE Written Confirmation Document (WSDOT 422-031) from each DBE firm listed on the Bidder's completed DBE Utilization Certification • Good Faith Effort (GFE) Documentation • DBE Bid Item Breakdown (WSDOT 272-054) • DBE Trucking Credit Form (WSDOT 272-058) DBE Utilization Certification The DBE Utilization Certification shall be received at the same location and no later than the time required for delivery of the Proposal. The Contracting Agency will not open or consider any Proposal when the DBE Utilization Certification is received after the time specified for receipt of Proposals or received in a location other than that specified for receipt of Proposals. The DBE Utilization Certification may be submitted in the same envelope as the Bid deposit. DBE Written Confirmation and/or GFE Documentation The DBE Written Confirmation Documents and/or GFE Documents are not required to be submitted with the Proposal. The DBE Written Confirmation Document(s) and/or GFE (if any) shall be received either with the Bid Proposal or as a Supplement to the Bid. The documents shall be received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Proposal. To be considered responsive, Bidders shall submit Written Confirmation Documentation from each DBE firm listed on the Bidder's completed DBE Utilization Certification and/or the GFE as required by Section 1-02.6. DBE Bid Item Breakdown and DBE Trucking Credit Form The DBE Bid Item Breakdown and the DBE Trucking Credit Forms (if applicable) shall be received either with the Bid Proposal or as a Supplement to the Bid. The documents shall be received no later than 48 hours (not including Saturdays, Sundays and Holidays) after the time for delivery of the Proposal. To be considered responsive, Bidders shall submit a completed DBE Bid Item Breakdown and a DBE Trucking Credit Form for each DBE Trucking firm listed on the DBE Utilization Certification, however, minor errors and corrections to DBE Bid Item Breakdown or DBE Trucking Credit Forms will be returned for correction for a period up to five calendar days (not including Saturdays, Sundays and Holidays) after the time for delivery of the Proposal. A DBE Bid Item Breakdown or DBE Trucking Credit Forms that are still incorrect after the correction period will be determined to be non- responsive. Supplemental bid information submitted after the proposal submittal but within 48 hours of the time and date the proposal is due, the document(s) shall be submitted as follows: 1. By facsimile to the following FAX number: 253-856-6725, or 2. By e-mail to the following e-mail address: CityClerk@kentwa.gov 2023 Road Diets/Holcomb SP - 6 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 All other information required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the time stated in the Call for Bids. Proposals that are received as required will be publicly opened and read as specified in Section 1-02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that specified in the Call for Bids. The Contracting Agency will not open or consider any "Supplemental Information" (DBE confirmations or GFE documentation) that is received after the time specified above, or received in a location other than that specified above. If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency so that Proposals cannot be received at the office designated for receipt of bids as specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the same time of day specified in the solicitation on the first work day on which the normal work processes of the Contracting Agency resume. 1-02.10 Withdrawing, Revising, or Supplementing Proposal (July 23, 2015 APWA GSP) Delete this section, and replace it with the following: After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if: 1. The Bidder submits a written request signed by an authorized person and physically delivers it to the place designated for receipt of Bid Proposals, and 2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals. If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received before the time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn. Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 2023 Road Diets/Holcomb SP - 7 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 1-02.13 Irregular Proposals (December 30, 2022 APWA GSP) Delete this section and replace it with the following: 1. A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized Proposal form furnished by the Contracting Agency is not used or is altered; C. The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a subcontractor list (WSDOT Form 271-015), if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification (WSDOT Form 272-056), if applicable, as required in Section 1-02.6; i. The Bidder fails to submit Written Confirmations (WSDOT Form 422-031) from each DBE firm listed on the Bidder's completed DBE Utilization Certification that they are in agreement with the bidder's DBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bidder fails to submit a DBE Bid Item Breakdown (WSDOT Form 272- 054), if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; I. The Bidder fails to submit DBE Trucking Credit Forms (WSDOT Form 272- 058), if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; m. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or n. More than one Proposal is submitted for the same project from a Bidder under the same or different names. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item; b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; C. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink. 2023 Road Diets/Holcomb SP - 8 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 1-02.14 Disqualification of Bidders (May 17, 2018 APWA GSP, Option A) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency reserves the right to request documentation as needed from the Bidder and third parties concerning the Bidder's compliance with the mandatory bidder responsibility criteria. If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal the determination within two (2) business days of the Contracting Agency's determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two business days after the Bidder determined to be not responsible has received the Contracting Agency's final determination. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION; 1-03.1(1) Identical Bid Totals (December 30, 2022 APWA GSP) Revise this section to read: After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie-breaker will be the Bidder with an equal lowest bid, that proposed to use the highest percentage of recycled materials in the Project, per the form submitted with the Bid Proposal. If those percentages are also exactly equal, then the tie-breaker will be determined by drawing as follows: Two or more slips of paper will be marked as follows: one marked "Winner" and the other(s) marked "unsuccessful". The slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized representative of each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order by the name of the firm as registered with the Washington State Department of Licensing. The slips shall be unfolded and the firm with the slip marked "Winner" will be determined to be the successful Bidder and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest responsive Bid, and with a 2023 Road Diets/Holcomb SIP - 9 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 proposed recycled materials percentage that is exactly equal to the highest proposed recycled materials amount, are eligible to draw. 1-03.7 Judicial Review (December 30, 2022 APWA GSP) Revise this section to read: All decisions made by the Contracting Agency regarding the Award and execution of the Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 1-04 SCOPE OF THE WORK 1-04.4 Changes (January 19, 2022 APWA GSP) The first two sentences of the last paragraph of Section 1-04.4 are deleted. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties (February 1, 2023 Kent Special Provisions) Staging, parking and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as 2023 Road Diets/Holcomb SP - 10 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup (February 1, 2023 Kent Special Provisions) 2. Remove from the project all unapproved and/or unneeded material resulting from the contractor's construction actives, including items left from grading, surfacing, paving, or temporary erosion control measures. Cost to remove various items shall be considered incidental to each respective payment item. 1-05 CONTROL OF WORK 1-05.4 Conformity With and Deviations from Plans and Stakes Delete the fourth through seventh paragraph of this section and add the following new subsection: (April 26, 2023 Kent Special Provision) 1-05.4(1) Contracting Agency Provided Construction Staking 1-05.4(1)A General As used in this Section 1-05.4, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the Contracting Agency. 1-05.4(1)B Control Stakes The Engineer will supply construction stakes and marks establishing lines, slopes and grades in accordance with this Section of these Special Provisions, The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these Engineer furnished stakes and marks. A claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Engineer's line and grade will not be allowed unless the original control points set by the Engineer still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect Engineer furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction 2023 Road Diets/Holcomb SP - 11 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 staking to proceed in a safe and orderly manner. The Engineer will stake a finite amount of work in a single day in accordance with Section 1-05.4(1)C of these Special Provisions. Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. 1-05.4(1)C Survey Requests It shall be the Contractor's responsibility to properly schedule survey work and coordinate staking requests with construction activities. The Engineer will only stake construction centerline alignment for this project and may be reasonably expected to stake, in the quantity shown, in a single day: Construction centerline +/-1300 lineal feet Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall provide staking requests at least three (3) working days before the Engineer needs to begin the staking operation. If the work site is obstructed so that survey work cannot be done, a new survey request shall be submitted by the Contractor so that the survey work can be rescheduled once the site is properly prepared. An additional 3 working days may be required to complete the rescheduled work. The Contractor shall work to preserve stakes and marks set by the Engineer. The Contracting Agency will deduct from payments due the Contractor all costs to replace such stakes, marks, carelessly or willfully damaged or destroyed by the Contractor's operation. A new survey request shall be submitted by the Contractor to replace the damaged or destroyed stakes. An additional 3 working days may be required to complete the request. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) working days is given to the Engineer, the Engineer will reference, remove, and later replace the stakes at no cost to the Contractor. The Contractor is not entitled to an extension of time, as provided for in Section 1-08.8 as a result of any replacement of control stakes. 1-05.4(1)D Staking Services The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. For this project, only centerline alignment stationing will be provided to the contractor. Construction centerline alignment stationing 2023 Road Diets/Holcomb SP - 12 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 stakes shall be set at an appropriate offset at 50-foot intervals, beginning and end points of curves with sufficient mid-curve points to establish proper alignment. No intermediate stakes shall be provided between curb grade and centerline stakes. The Contractor shall provide enough safe areas to permit the Engineer to set those points and elevations that are the responsibility of the Contracting Agency and to perform random checks of the surveying performed by the Contractor. The Contractor is responsible for staking all other items deemed necessary to construct the project per the Plans and Specifications. All costs associated with Contractor staking shall be incidental to the Work and be included in the Contract unit prices. 1-05.4(1)E Monuments The Contractor shall work to preserve the existing monumentation as provided in RCW 58.09.130 and WAC 332-120. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor shall allow ample time for the Engineer to acquire adequate information so that the monument may be replaced in its original position after construction. SECTION 1-05.7IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and 2023 Road Diets/Holcomb SP - 13 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.11 Final Inspection Delete this section and replace it with the following: 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor's request shall list the specific items of work that remain to be completed in order to reach physical completion. The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion. The Engineer may also establish the Substantial Completion Date unilaterally. If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically complete and ready for final inspection. 2023 Road Diets/Holcomb SP - 14 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspection, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete. That date shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled. 1-05.11(3) Operational Testing It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the physical completion date. Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to 2023 Road Diets/Holcomb SP - 15 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the contract. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors (February 1, 2023 Kent Special Provisions) Details of known projects are as follows: Contractor shall coordinate with contractors working on the Sound Transit project on 259t" PI. SECTION 1-05IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power (October 1, 2005 APWA GSP) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-06 CONTROL OF MATERIAL Section 1-06 is supplemented with the following: 1-06.OPT2(A).GR1 Build America/Buy America (June 6, 2023 WSDOT GSP) In accordance with Division G, Title IX - Build America, Buy America Act (BABA), of Public Law 117-58 (Infrastructure Investment and Jobs Act), the following materials must be American-made: 1. All steel and iron used in the project are produced in the United States. This means all manufacturing processes, from the initial melting stage through the application of coatings, occurred in the United States. 2. All manufactured products used in the project are produced in the United States. This means the manufactured product was manufactured in the United States, and the cost of the components of the manufactured product that are mined, produced, or manufactured in the United States is greater than 55 percent of the total cost of all components of the manufactured product, unless another standard for determining the 2023 Road Diets/Holcomb SP - 16 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 minimum amount of domestic content of the manufactured product has been established under applicable law or regulation. 3. All construction materials are manufactured in the United States. This means that all manufacturing processes for the construction material occurred in the United States. An article, material, or supply will be classified in one of three categories: 1) Steel and Iron, 2) Manufactured Product or 3) Construction Material. Only a single category will apply to an item and be subject to the requirements of the BABA requirements of that category. Some contract items are composed of multiple parts that may fall into different categories. Individual components will be categorized as a construction material, manufactured product, or steel and iron based on their composition when they arrive at the staging area or work site When steel or iron are a component of a manufactured product or construction material, the steel and iron components will be subject to "Steel and Iron Requirements" of this Specification. Definitions 1. Construction material: Defined as any article, material, or supply brought to the construction site for incorporation into the final product. Construction materials include an article, material, or supply that is or consists primarily of: a. Non-ferrous metals; b. Plastic and polymer-based products (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables); c. Glass (including optic glass); d. Lumber; or e. Drywall. Construction Materials do not include items of primarily iron or steel; manufactured products; cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives. 2. Manufactured Product: A Manufactured product includes any item produced as a result of the manufacturing process. Items that consist of two or more of the listed construction materials that have been combined together through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process, should be treated as manufactured products, rather than as construction materials. 3. Manufactured in the United States: A construction material will be considered as manufactured in the United States if all manufacturing processes have occurred in the United States. 4. Structural Steel: Defined as all structural steel products included in the project. 5. United States: To further define the coverage, a domestic product is a manufactured steel construction material that was produced in one of the 50 2023 Road Diets/Holcomb SP - 17 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 states, the District of Columbia, Puerto Rico, or in the territories and possessions of the United States. Steel and Iron Requirements Major quantities of steel and iron construction materials that are permanently incorporated into the project shall consist of American-made materials only. BABA requirements do not apply to temporary steel or iron items, e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the foreign material used does not exceed one-tenth of one percent of the total contract cost or $2,500.00, whichever is greater. American-made material is defined as material having all manufacturing processes occurring domestically. If domestically produced steel billets or iron ingots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the BABA requirements. Additionally, products manufactured domestically from foreign source steel billets or iron ingots do not conform to the BABA requirements because the initial melting and mixing of alloys to create the material occurred in a foreign country. Manufacturing begins with the initial melting and mixing and continues through the coating stage. Any process which modifies the chemical content, the physical size or shape, or the final finish is considered a manufacturing process. The processes include rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. Due to a nationwide waiver, BABA requirements do not apply to raw materials (iron ore and alloys), scrap (recycled steel or iron), and pig iron ore processed, pelletized, and reduced iron ore. The following are considered to be steel manufacturing processes: 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3. Fabrication of the products: a. Spinning wire into cable or strand. 2023 Road Diets/Holcomb SP - 18 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for all items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. The Contractor will not receive payment until the certification is received by the Engineer. The certification shall be on WSDOT Form 350-109 provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as WSDOT Form 350-109. Manufactured Products Due to a nationwide waiver, BABA requirements do not apply to manufactured products. Manufactured products that contain steel and iron, regardless of a nationwide waiver, will follow "Steel and Iron Requirements" of this Specification Construction Material Requirements A Contractor provided certification of materials origin will be required before each progress estimate or payment. The Contractor will not receive payment until the certification is received by the Engineer. The Contractor shall certify that all construction materials installed during the current progress estimate period meets the Build America, Buy America Act. The certification shall be on WSDOT Form 350-110 provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as WSDOT Form 350-110. 1-06.6 Recycled Materials (January 4, 2016 APWA GSP) Delete this section, including its subsections, and replace it with the following: The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications. Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier). The Contractor's report shall be provided on DOT form 350-075 Recycled Materials Reporting. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes DELETE THIS SECTION, INCLUDING ITS SUB-SECTIONS, IN ITS ENTIRETY AND REPLACE IT WITH THE FOLLOWING: 2023 Road Diets/Holcomb SP - 19 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract- related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work. 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For work performed in such cases, the Contractor shall collect from the Contracting 2023 Road Diets/Holcomb SP - 20 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH; 1-07.6 Permits and Licenses (February 1, 2023 Kent Special Provisions) The City has obtained the following permits: None The City of Kent has coordinated with the City of Des Moines and the Contractor shall obtain a no-fee ROW use permit from the City of Des Moines prior to any traffic control set up on S 260t" St. west of Hwy 99 (Pacific Highway). https://www.desmoineswa.ciov/departments/public works/permit center Load Limits SECTION 1-07.7 IS SUPPLEMENTED WITH THE FOLLOWING: (March 13, 1995, WSDOT GSP) If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the haul routes. 1-07.9 Wages 1-07.9(1) Genera/ Section 1-07.9(1) is supplemented with the following: 1-07.9(1) (January 9, 2023 WSDOT GSP) 2023 Road Diets/Holcomb SP - 21 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor General Decision No. 20230001. The State rates incorporated in this contract are applicable to all construction activities associated with this contract. 1-07.9(5) Required Documents (December 30, 2022 APWA GSP) This section is revised to read as follows: All Statements of Intent to Pay Prevailing Wages, Affidavits of Wages Paid and Certified Payrolls, including a signed Statement of Compliance for Federal-aid projects, shall be submitted to the Engineer and to the State L&I online Prevailing Wage Intent & Affidavit (PWIA) system. 1-07.11 Requirements for Nondiscrimination (October 1, 2020 APWA GSP, Option B) Supplement this section with the following: Disadvantaged Business Enterprise Participation The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and USDOT's official interpretations (i.e., Questions & Answers) apply to this Contract. Demonstrating compliance with these Specifications is a Condition of Award (COA) of this Contract. Failure to comply with the requirements of this Specification may result in your Bid being found to be nonresponsive resulting in rejection or other sanctions as provided by Contract. DBE Abbreviations and Definitions Broker - A business firm that provides a bona fide service, such as professional, technical, consultant or managerial services and assistance in the procurement of essential personnel, facilities, equipment, materials, or supplies required for the performance of the Contract; or, persons/companies who arrange or expedite transactions. Certified Business Description - Specific descriptions of work the DBE is certified to perform, as identified in the Certified Firm Directory, under the Vendor Information page. Certified Firm Directory - A database of all Minority, Women, and Disadvantaged Business Enterprises currently certified by Washington State. The on-line Directory is available to Bidders for their use in identifying and soliciting interest from DBE firms. The database is located under the Firm Certification section of the Diversity Management and Compliance System web page at: https://omwbe.diversitycompliance.com. 2023 Road Diets/Holcomb SP - 22 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Commercially Useful Function (CUF) - 49 CFR 26.55(c)(1) defines commercially useful function as: "A DBE performs a commercially useful function when it is responsible for execution of the work of the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a commercially useful function, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material, and installing (where applicable) and paying for the material itself. To determine whether a DBE is performing a commercially useful function, you must evaluate the amount of work subcontracted, industry practices, whether the amount the firm is to be paid under the contract is commensurate with the work it is actually performing and the DBE credit claimed for its performance of the work, and other relevant factors." Disadvantaged Business Enterprise (DBE) - A business firm certified by the Washington State Office of Minority and Women's Business Enterprises, as meeting the criteria outlined in 49 CFR 26 regarding DBE certification. Force Account Work - Work measured and paid in accordance with Section 1-09.6. Good Faith Efforts - Efforts to achieve the DBE COA Goal or other requirements of this part which, by their scope, intensity, and appropriateness to the objective, can reasonably be expected to fulfill the program requirement. Manufacturer (DBE) - A DBE firm that operates or maintains a factory or establishment that produces on the premises the materials, supplies, articles, or equipment required under the Contract. A DBE Manufacturer shall produce finished goods or products from raw or unfinished material or purchase and substantially alters goods and materials to make them suitable for construction use before reselling them. Reasonable Fee (DBE) - For purposes of Brokers or service providers a reasonable fee shall not exceed 5% of the total cost of the goods or services brokered. Regular Dealer (DBE) - A DBE firm that owns, operates, or maintains a store, warehouse, or other establishment in which the materials or supplies required for the performance of a Contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a Regular Dealer, the DBE firm must be an established regular business that engages in as its principal business and in its own name the purchase and sale of the products in question. A Regular Dealer in such items as steel, cement, gravel, stone, and petroleum products need not own, operate or maintain a place of business if it both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by long-term formal lease agreements and not on an ad-hoc basis. Brokers, packagers, 2023 Road Diets/Holcomb SP - 23 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 manufacturers' representatives, or other persons who arrange or expedite transactions shall not be regarded as Regular Dealers within the meaning of this definition. DBE Commitment - The scope of work and dollar amount the Bidder indicates they will be subcontracting to be applied towards the DBE Condition of Award Goal as shown on the DBE Utilization Certification Form for each DBE Subcontractor. This DBE Commitment amount will be incorporated into the Contract and shall be considered a Contract requirement. The Contractor shall utilize the COA DBEs to perform the work and supply the materials for which they are committed. Any changes to the DBE Commitment require the Engineer's prior written approval. DBE Condition of Award (COA) Goal - An assigned numerical amount specified as a percentage of the Contract. Initially, this is the minimum amount that the Bidder must commit to by submission of the Utilization Certification Form and/or by Good Faith Effort (GFE). DBE COA Goal The Contracting Agency has established a DBE COA Goal for this Contract in the amount of 19%: Crediting DBE Participation Subcontractors proposed as COA must be certified prior to the due date for bids on the Contract. All non-COA DBE Subcontractors shall be certified before the subcontract on which they are participating is executed. DBE participation is only credited upon payment to the DBE. The following are some definitions of what may be counted as DBE participation. DBE Prime Contractor Only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Prime Contractor performs with its own forces and is certified to perform. DBE Subcontractor Only take credit for that portion of the total dollar value of the subcontract that is equal to the distinct, clearly defined portion of the Work that the DBE performs with its own forces and is certified to perform. The value of work performed by the DBE includes the cost of supplies and materials purchased by the DBE and equipment leased by the DBE, for its work on the contract. Supplies, materials or equipment obtained by a DBE that are not utilized or incorporated in the contract work by the DBE will not be eligible for DBE credit. The supplies, materials, and equipment purchased or leased from the Contractor or its affiliate, including any Contractor's resources available to DBE subcontractors at no cost, shall not be credited. 2023 Road Diets/Holcomb SP - 24 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 DBE credit will not be given in instances where the equipment lease includes the operator. The DBE is expected to operate the equipment used in the performance of its work under the contract with its own forces. Situations where equipment is leased and used by the DBE, but payment is deducted from the Contractor's payment to the DBE is not allowed. When the subcontractor is part of a DBE Commitment, the following apply: 1. If a DBE subcontracts a portion of the Work of its contract to another firm, the value of the subcontracted Work may be counted toward the DBE COA Goal only if the Lower-Tier Subcontractor is also a DBE. 2. Work subcontracted to a Lower-Tier Subcontractor that is a DBE, may be counted toward the DBE COA Goal. 3. Work subcontracted to a non-DBE does not count towards the DBE COA Goal. DBE Subcontract and Lower Tier Subcontract Documents There must be a subcontract agreement that complies with 49 CFR Part 26 and fully describes the distinct elements of Work committed to be performed by the DBE. DBE Service Provider The value of fees or commissions charged by a DBE firm behaving in a manner of a Broker, or another service provider for providing a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or insurance specifically required for the performance of the contract will only be credited as DBE participation, if the fee/commission is determined by the Contracting Agency to be reasonable and the firm has performed a CUE Force Account Work When the Bidder elects to utilize force account Work to meet the DBE COA Goal, as demonstrated by listing this force account Work on the DBE Utilization Certification Form, for the purposes of meeting the DBE COA Goal, only 50% of the Proposal amount shall be credited toward the Bidder's Commitment to meet the DBE COA Goal. One hundred percent of the actual amounts paid to the DBE for the force account Work shall be credited towards the DBE COA Goal or DBE participation. Temporary Traffic Control If the DBE firm only provides "Flagging", the DBE firm must provide a Traffic Control Supervisor JCS) and flagger, which are under the direct control of the DBE. The DBE firm shall also provide all flagging equipment for it's employees (e.g. paddles, hard hats, and vests). 2023 Road Diets/Holcomb SP - 25 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 If the DBE firm provides "Traffic Control Services", the DBE firm must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels, signs, etc.) and be in total control of all items in implementing the traffic control for the project. Trucking DBE trucking firm participation may only be credited as DBE participation for the value of the hauling services, not for the materials being hauled unless the trucking firm is also certified as a supplier of those materials. In situations where the DBE's work is priced per ton, the value of the hauling service must be calculated separately from the value of the materials in order to determine DBE credit for hauling The DBE trucking firm must own and operate at least one licensed, insured and operational truck on the contract. The truck must be of the type that is necessary to perform the hauling duties required under the contract. The DBE receives credit for the value of the transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs. The DBE may lease additional trucks from another DBE firm. The DBE who leases additional trucks from another DBE firm receives credit for the value of the transportation services the lessee DBE provides on the Contract. The trucking Work subcontracted to any non-DBE trucking firm will not receive credit for Work done on the project. The DBE may lease trucks from a truck leasing company (recognized truck rental center), but can only receive credit towards DBE participation if the DBE uses its own employees as drivers. DBE Manufacturer and DBE Regular Dealer One hundred percent (100%) of the cost of the manufactured product obtained from a DBE manufacturer may count towards the DBE COA Goal. Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular Dealer may be credited towards the DBE Goal. If the role of the DBE Regular Dealer is determined to be that of a Broker, then DBE credit shall be limited to the fee or commission it receives for its services. Regular Dealer status and the amount of credit is determined on a Contract-by-Contract basis. DBE firms proposed to be used as a Regular Dealer must be approved before being listed as a COA/used on a project. The WSDOT Approved Regular Dealer list published on WSDOT's Office of Equal Opportunity (OEO) web site must include the specific project for which approval is being requested. For purposes of the DBE COA Goal participation, the Regular Dealer must submit the Regular Dealer Status Request form a minimum of five calendar days prior to bid opening. 2023 Road Diets/Holcomb SP - 26 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Purchase of materials or supplies from a DBE which is neither a manufacturer nor a regular dealer, (i.e. Broker) only the fees or commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or supplies required on the job site, may count towards the DBE COA Goal provided the fees are not excessive as compared with fees customarily allowed for similar services. Documentation will be required to support the fee/commission charged by the DBE. The cost of the materials and supplies themselves cannot be counted toward the DBE COA Goal. Note: Requests to be listed as a Regular Dealer will only be processed if the requesting firm is a material supplier certified by the Office of Minority and Women's Business Enterprises in a NAICS code that falls within the 42XXXX NAICS Wholesale code section. Disadvantaged Business Enterprise Utilization To be eligible for award of the Contract, the Bidder shall properly complete and submit a Disadvantaged Business Enterprise (DBE) Utilization Certification with the Bidder's sealed Bid Proposal, as specified in Section 1-02.9 Delivery of Proposal. The Bidder's DBE Utilization Certification must clearly demonstrate how the Bidder intends to meet the DBE COA Goal. A DBE Utilization Certification (WSDOT Form 272-056) is included in the Proposal package for this purpose as well as instructions on how to properly fill out the form. The Bidder is advised that the items listed below when listed in the Utilization Certification must have their amounts reduced to the percentages shown and those reduced amounts will be the amount applied towards meeting the DBE COA Goal. • Force account at 50% • Regular dealer at 60% In the event of arithmetic errors in completing the DBE Utilization Certification, the amount listed to be applied towards the DBE COA Goal for each DBE shall govern and the DBE total amount shall be adjusted accordingly. Note: The Contracting Agency shall consider as non-responsive and shall reject any Bid Proposal submitted that does not contain a DBE Utilization Certification Form that accurately demonstrates how the Bidder intends to meet the DBE COA Goal. Disadvantaged Business Enterprise Written Confirmation Document(s) The Bidder shall submit an Disadvantaged Business Enterprise (DBE) Written Confirmation Document (completed and signed by the DBE) for each DBE firm listed in the Bidder's completed DBE Utilization Certification submitted with the Bid. Failure to do so will result in the associated participation being disallowed, which may cause the Bid to be determined to be nonresponsive resulting in Bid rejection. 2023 Road Diets/Holcomb SP - 27 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The Confirmation Documents provide confirmation from the DBEs that they are participating in the Contract as provided in the Bidder's Commitment. The Confirmation Documents must be consistent with the Utilization Certification. A DBE Written Confirmation Document (WSDOT Form 422-031) is included in the Proposal package for this purpose. The form(s) shall be received as specified in the special provisions for Section 1-02.9 Delivery of Proposal. It is prohibited for the Bidder to require a DBE to submit a Written Confirmation Document with any part of the form left blank. Should the Contracting Agency determine that an incomplete Written Confirmation Document was signed by a DBE, the validity of the document comes into question. The associated DBE participation may not receive credit. Selection of Successful Bidder/Good Faith Efforts (GFE) The successful Bidder shall be selected on the basis of having submitted the lowest responsive Bid, which demonstrates a good faith effort to achieve the DBE COA Goal. The Contracting Agency, at any time during the selection process, may request a breakdown of the bid items and amounts that are counted towards the overall contract goal for any of the DBEs listed on the DBE Utilization Certification. Achieving the DBE COA Goal may be accomplished in one of two ways: 1. By meeting the DBE COA Goal Submission of the DBE Utilization Certification, supporting DBE Written Confirmation Document(s) showing the Bidder has obtained enough DBE participation to meet or exceed the DBE COA Goal, the DBE Bid Item Breakdown and the DBE Trucking Credit Form, if applicable. 2. By documentation that the Bidder made adequate GFE to meet the DBE COA Goal The Bidder may demonstrate a GFE in whole or part through GFE documentation ONLY IN THE EVENT a Bidder's efforts to solicit sufficient DBE participation have been unsuccessful. The Bidder must supply GFE documentation in addition to the DBE Utilization Certification, supporting DBE Written Confirmation Document(s), the DBE Bid Item Breakdown form and the DBE Trucking Credit Form, if applicable. Note: In the case where a Bidder is awarded the contract based on demonstrating adequate GFE, the advertised DBE COA Goal will not be reduced. The Bidder shall demonstrate a GFE during the life of the Contract to attain the advertised DBE COA Goal. GFE documentation, the DBE Bid Item Breakdown form, and the DBE Trucking Credit Form, if applicable, shall be submitted as specified in Section 1-02.9. 2023 Road Diets/Holcomb SP - 28 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The Contracting Agency will review the GFE documentation and will determine if the Bidder made an adequate good faith effort. Good Faith Effort (GFE) Documentation GFE is evaluated when: 1. Determining award of a Contract that has COA goal, 2. When a COA DBE is terminated and substitution is required, and 3. Prior to Physical Completion when determining whether the Contractor has satisfied its DBE commitments. 49 CFR Part 26, Appendix A is intended as general guidance and does not, in itself, demonstrate adequate good faith efforts. The following is a list of types of actions, which would be considered as part of the Bidder's GFE to achieve DBE participation. It is not intended to be a mandatory checklist, nor is it intended to be exclusive or exhaustive. Other factors or types of efforts may be relevant in appropriate cases. 1. Soliciting through all reasonable and available means (e.g. attendance at pre-bid meetings, advertising and/or written notices) the interest of all certified DBEs who have the capability to perform the Work of the Contract. The Bidder must solicit this interest within sufficient time to allow the DBEs to respond to the solicitation. The Bidder must determine with certainty if the DBEs are interested by taking appropriate steps to follow up initial solicitations. 2. Selecting portions of the Work to be performed by DBEs in order to increase the likelihood that the DBE COA Goal will be achieved. This includes, where appropriate, breaking out contract Work items into economically feasible units to facilitate DBE participation, even when the Bidder might otherwise prefer to perform these Work items with its own forces. 3. Providing interested DBEs with adequate information about the Plans, Specifications, and requirements of the Contract in a timely manner to assist them in responding to a solicitation. a. Negotiating in good faith with interested DBEs. It is the Bidder's responsibility to make a portion of the Work available to DBE subcontractors and suppliers and to select those portions of the Work or material needs consistent with the available DBE subcontractors and suppliers, so as to facilitate DBE participation. Evidence of such negotiation includes the names, addresses, and telephone numbers of DBEs that were considered; a description of the information provided regarding the Plans and Specifications for the Work selected for subcontracting; and evidence as to why additional agreements could not be reached for DBEs to perform the Work. 2023 Road Diets/Holcomb SP - 29 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 b. A Bidder using good business judgment would consider a number of factors in negotiating with subcontractors, including DBE subcontractors, and would take a firm's price and capabilities as well as the DBE COA Goal into consideration. However, the fact that there may be some additional costs involved in finding and using DBEs is not in itself sufficient reason for a Bidder's failure to meet the DBE COA Goal, as long as such costs are reasonable. Also, the ability or desire of a Bidder to perform the Work of a Contract with its own organization does not relieve the Bidder of the responsibility to make Good Faith Efforts. Bidders are not, however, required to accept higher quotes from DBEs if the price difference is excessive or unreasonable. 4. Not rejecting DBEs as being unqualified without sound reasons based on a thorough investigation of their capabilities. The Bidder's standing within its industry, membership in specific groups, organizations, or associations and political or social affiliations (for example union vs. non-union employee status) are not legitimate causes for the rejection or non-solicitation of bids in the Bidder's efforts to meet the DBE COA Goal. 5. Making efforts to assist interested DBEs in obtaining bonding, lines of credit, or insurance as required by the recipient or Bidder. 6. Making efforts to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services. 7. Effectively using the services of available minority/women community organizations; minority/women contractors' groups; local, State, and Federal minority/women business assistance offices; and other organizations as allowed on a case-by-case basis to provide assistance in the recruitment and placement of DBEs. 8. Documentation of GFE must include copies of each DBE and non-DBE subcontractor quotes submitted to the Bidder when a non-DBE subcontractor is selected over a DBE for Work on the Contract. (ref. updated DBE regulations - 26.53(b)(2)(vi) & App. A) Administrative Reconsideration of GFE Documentation A Bidder has the right to request reconsideration if the GFE documentation submitted with their Bid was determined to be inadequate. • The Bidder must request within 48 hours of notification of being nonresponsive or forfeit the right to reconsideration. • The reconsideration decision on the adequacy of the Bidder's GFE documentation shall be made by an official who did not take part in the original determination. 2023 Road Diets/Holcomb SP - 30 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 • Only original GFE documentation submitted as a supplement to the Bid shall be considered. The Bidder shall not introduce new documentation at the reconsideration hearing. • The Bidder shall have the opportunity to meet in person with the official for the purpose of setting forth the Bidder's position as to why the GFE documentation demonstrates a sufficient effort. • The reconsideration official shall provide the Bidder with a written decision on reconsideration within five working days of the hearing explaining the basis for their finding. DBE Bid Item Breakdown The Bidder shall submit a DBE Bid Item Breakdown Form (WSDOT Form 272- 054) as specified in the Special Provisions for Section 1-02.9, Delivery of Proposal. DBE Trucking Credit Form The Bidder shall submit a DBE Trucking Credit Form (WSDOT Form 272-058), as specified in the Special Provisions for Section 1-02.9, Delivery of Proposal. Note: The DBE Trucking Credit Form is only required for a DBE Firm listed on the DBE Utilization Certification as a subcontractor for "Trucking" or "Hauling" and are performing a part of a bid item. For example, if the item of Work is Structure Excavation including Haul, and another firm is doing the excavation and the DBE Trucking firm is doing the haul, the form is required. For a DBE subcontractor that is responsible for an entire item of work that may require some use of trucks, the form is not required. Procedures between Award and Execution After Award and prior to Execution, the Contractor shall provide the additional information described below. Failure to comply shall result in the forfeiture of the Bidder's Proposal bond or deposit. 1. A list of all firms who submitted a bid or quote in attempt to participate in this project whether they were successful or not. Include the business name and mailing address. Note: The firms identified by the Contractor may be contacted by the Contracting Agency to solicit general information as follows: age of the firm and average of its gross annual receipts over the past three years. Procedures after Execution Commercially Useful Function (CUF) The Contractor may only take credit for the payments made for Work performed by a DBE that is determined to be performing a CUF. Payment must be commensurate with the work actually performed by the DBE. This applies to all DBEs performing Work on a project, whether or not the DBEs are COA, if the Contractor wants to receive credit for their participation. 2023 Road Diets/Holcomb SP - 31 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The Engineer will conduct CUF reviews to ascertain whether DBEs are performing a CUF. A DBE performs a CUF when it is carrying out its responsibilities of its contract by actually performing, managing, and supervising the Work involved. The DBE must be responsible for negotiating price; determining quality and quantity; ordering the material, installing (where applicable); and paying for the material itself. If a DBE does not perform "all" of these functions on a furnish-and-install contract, it has not performed a CUF and the cost of materials cannot be counted toward DBE COA Goal. Leasing of equipment from a leasing company is allowed. However, leasing/purchasing equipment from the Contractor is not allowed. Lease agreements shall be provided prior to the Subcontractor beginning Work. Any use of the Contractor's equipment by a DBE may not be credited as countable participation. The DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, contract, or project through which the funds are passed in order to obtain the appearance of DBE participation. In order for a DBE traffic control company to be considered to be performing a CUF, the DBE must be in control of its work inclusive of supervision. The DBE shall employ a Traffic Control Supervisor who is directly involved in the management and supervision of the traffic control employees and services. The following are some of the factors that the Engineer will use in determining whether a DBE trucking company is performing a CUF: • The DBE shall be responsible for the management and supervision of the entire trucking operation for which it is responsible on the contract. The owner demonstrates business related knowledge, shows up on site and is determined to be actively running the business. • The DBE itself shall own and operate at least one fully licensed, insured, and operational truck used on the Contract. The drivers of the trucks owned and leased by the DBE must be exclusively employed by the DBE and reflected on the DBE's payroll. • Lease agreements for trucks shall indicate that the DBE has exclusive use of and control over the truck(s). This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE absolute priority for use of the leased truck. • Leased trucks shall display the name and identification number of the DBE. UDBE/DBE/FSBE Truck Unit Listing Log In addition to the subcontracting requirements of Section 1-08.1, each DBE trucking firm shall submit supplemental information consisting of a completed Primary UDBE/DBE/FSBE Truck Unit Listing Log (WSDOT Form 2023 Road Diets/Holcomb SP - 32 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 350-077), copy of vehicle registrations, and all Rental/Lease agreements (if applicable). The supplemental information shall be submitted to the Engineer prior to any trucking services being performed for DBE credit. Incomplete or incorrect supplemental information will be returned for correction. The corrected Primary UDBE/DBE/FSBE Truck Unit Listing Log and any Updated Primary UDBE/DBE/FSBE Truck Unit Listing Logs shall be submitted and accepted by the Engineer no later than ten calendar days of utilizing applicable trucks. Failure to submit or update the DBE Truck Unit Listing Log may result in trucks not being credited as DBE participation. Each DBE trucking firm shall complete a Daily UDBE/DBE/FSBE Trucking Unit Listing Log for each day that the DBE performs trucking services for DBE credit. The Daily UDBE/DBE/FSBE Trucking Unit Listing Log forms shall be submitted to the Engineer by Friday of the week after the work was performed. Joint Checking A joint check is a check between a Subcontractor and the Contractor to the supplier of materials/supplies. The check is issued by the Contractor as payer to the Subcontractor and the material supplier jointly for items to be incorporated into the project. The DBE must release the check to the supplier, while the Contractor acts solely as the guarantor. A joint check agreement must be approved by the Engineer and requested by the DBE involved using the DBE Joint Check Request Form (form # 272-053) prior to its use. The form must accompany the DBE Joint Check Agreement between the parties involved, including the conditions of the arrangement and expected use of the joint checks. The approval to use joint checks and the use will be closely monitored by the Engineer. To receive DBE credit for performing a CUF with respect to obtaining materials and supplies, a DBE must "be responsible for negotiating price, determining quality and quantity, ordering the material, installing and paying for the material itself." The Contractor shall submit DBE Joint Check Request Form to the Engineer and be in receipt of written approval prior to using a joint check. Material costs paid by the Contractor directly to the material supplier are not allowed. If proper procedures are not followed or the Engineer determines that the arrangement results in lack of independence for the DBE involved, no DBE credit will be given for the DBE's participation as it relates to the material cost. Prompt Payment Prompt payment to all subcontractors shall be in accordance with Section 1-08.1. Prompt payment requirements apply to progress payments as well as return of retainage. 2023 Road Diets/Holcomb SP - 33 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Subcontracts Prior to a DBE performing Work on the Contract, an executed subcontract between the DBE and the Contractor shall be submitted to the Engineer. The executed subcontracts shall be submitted by email to the following email address NWRegionOEO@wsdot.wa.gov The prime contractor shall notify the Engineer in writing within five calendar days of subcontract submittal. Reporting The Contractor and all subcontractors/suppliers/service providers that utilize DBEs to perform work on the project, shall maintain appropriate records that will enable the Engineer to verify DBE participation throughout the life of the project. Refer to Section 1-08.1 for additional reporting requirements associated with this contract. Changes in COA Work Committed to DBE The Contractor shall utilize the COA DBEs to perform the work and supply the materials for which each is committed unless prior written approval by the Engineer is received by the Contractor. The Contractor shall not be entitled to any payment for work or material completed by the Contractor or subcontractors that was committed to be completed by the COA DBEs in the DBE Utilization Certification form. Owner Initiated Changes In instances where the Engineer makes changes that result in changes to Work that was committed to a COA DBE the Contractor may be directed to substitute for the Work. Contractor Initiated Changes The Contractor cannot change the scope or reduce the amount of work committed to a COA DBE without good cause. Reducing DBE Commitment is viewed as partial DBE termination, and therefore subject to the termination procedures below. Original Quantity Underruns In the event that Work committed to a DBE firm as part of the COA underruns the original planned quantities the Contractor may be required to substitute other remaining Work to another DBE. Contractor Proposed DBE Substitutions Requests to substitute a COA DBE must be for good cause (see DBE termination process below), and requires prior written approval of the Engineer. After receiving a termination with good cause approval, the Contractor may only replace a DBE with another certified DBE. When any changes between Contract Award and Execution result in a substitution of 2023 Road Diets/Holcomb SP - 34 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 COA DBE, the substitute DBE shall have been certified prior to the bid opening on the Contract. DBE Termination Termination of a COA DBE (or an approved substitute DBE) is only allowed in whole or in part for good cause and with prior written approval of the Engineer. If the Contractor terminates a COA DBE without the prior written approval of the Engineer, the Contractor shall not be entitled to payment for work or material committed to, but not performed/supplied by the COA DBE. In addition, sanctions may apply as described elsewhere in this specification. Prior to requesting approval to terminate a COA DBE, the Contractor shall give notice in writing to the DBE with a copy to the Engineer of its intent to request to terminate DBE Work and the reasons for doing so. The DBE shall have five (5) days to respond to the Contractor's notice. The DBE's response shall either support the termination or advise the Engineer and the Contractor of the reasons it objects to the termination of its subcontract. If the request for termination is approved, the Contractor is required to substitute with another DBE to perform at least the same amount of work as the DBE that was terminated (or provide documentation of GFE). A plan to replace the COA DBE Commitment amount shall be submitted to the Engineer within 2 days of the approval of termination. The plan to replace the Commitment shall provide the same detail as that required in the DBE Utilization Certification. The Contractor must have good cause to terminate a COA DBE. Good cause typically includes situations where the DBE Subcontractor is unable or unwilling to perform the work of its subcontract. Good cause may exist if: • The DBE fails or refuses to execute a written contract. • The DBE fails or refuses to perform the Work of its subcontract in a way consistent with normal industry standards. • The DBE fails or refuses to meet the Contractor's reasonable nondiscriminatory bond requirements. • The DBE becomes bankrupt, insolvent, or exhibits credit unworthiness. • The DBE is ineligible to work on public works projects because of suspension and debarment proceedings pursuant to federal law or applicable State law. • The DBE is ineligible to receive DBE credit for the type of work involved. 2023 Road Diets/Holcomb SP - 35 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 • The DBE voluntarily withdraws from the project and provides written notice of its withdrawal. • The DBE's work is deemed unsatisfactory by the Engineer and not in compliance with the Contract. • The DBE's owner dies or becomes disabled with the result that the DBE is unable to complete its Work on the Contract. Good cause does not exist if: • The Contractor seeks to terminate a COA DBE so that the Contractor can self-perform the Work. • The Contractor seeks to terminate a COA DBE so the Contractor can substitute another DBE contractor or non-DBE contractor after Contract Award. • The failure or refusal of the COA DBE to perform its Work on the subcontract results from the bad faith or discriminatory action of the Contractor (e.g., the failure of the Contractor to make timely payments or the unnecessary placing of obstacles in the path of the DBE's Work). Decertification When a DBE is "decertified" from the DBE program during the course of the Contract, the participation of that DBE shall continue to count as DBE participation as long as the subcontract with the DBE was executed prior to the decertification notice. The Contractor is obligated to substitute when a DBE does not have an executed subcontract agreement at the time of decertification. Consequences of Non-Compliance Breach of Contract Each contract with a Contractor (and each subcontract the Contractor signs with a Subcontractor) must include the following assurance clause: The Contractor, subrecipient, or Subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT-assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to: (1) Withholding monthly progress payments; (2) Assessing sanctions; 2023 Road Diets/Holcomb SP - 36 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 (3) Liquidated damages; and/or (4) Disqualifying the Contractor from future bidding as non- responsible. Notice If the Contractor or any Subcontractor, Consultant, Regular Dealer, or service provider is deemed to be in non-compliance, the Contractor will be informed in writing, by certified mail by the Engineer that sanctions will be imposed for failure to meet the DBE COA Commitment and/or submit documentation of good faith efforts. The notice will state the specific sanctions to be imposed which may include impacting a Contractor or other entity's ability to participate in future contracts. Sanctions If it is determined that the Contractor's failure to meet all or part of the DBE COA Commitment is due to the Contractor's inadequate good faith efforts throughout the life of the Contract, including failure to submit timely, required Good Faith Efforts information and documentation, the Contractor may be required to pay DBE penalty equal to the amount of the unmet Commitment, in addition to the sanctions outlined in Section 1-07.11(5). Payment Compensation for all costs involved with complying with the conditions of this Specification and any other associated DBE requirements is included in payment for the associated Contract items of Work, except otherwise provided in the Specifications. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: (October 3, 2023 WSDOT GSP) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised October 23, 2023 and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this Contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to 2023 Road Diets/Holcomb SP - 37 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 the Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1-07.15 Temporary Water Pollution Prevention (February 1, 2023 Kent Special Provisions) SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH: 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan (February 1, 2023 Kent Special Provisions) When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities (April 2, 2007 WSDOT GSP) Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. The following addresses and telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor's convenience: Lumen Comcast Fred Aston Danny Cooley (863) 258-3261 253-686-7592 (cell) Fred.A.Aston@lumen.com Danny_Cooley@cable.comcast.com Puget Sound Energy Gas & Verizon Power Scott Christenson Katie Dierick 425-636-6046 253-268-6331(cell) 425-471-1079 (cell) Katie.Dierick@pse.com SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2023 Road Diets/Holcomb SP - 38 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 1.07.23(i) Construction Under Traffic (April 26, 2023 Kent Special Provision) 1. Once the contractor begins work on a roadway segment, this segment must be completed for vehicle traffic prior to starting another roadway. 2. Once construction on a roadway is started, no suspension of work will be permitted. 3. During non-working hours, all roads and intersections shall remain open to traffic in all directions. Intersections must utilize existing signals during non-working times. 4. Contractor shall ensure the transition from existing channelization to proposed is easily maneuvered and shall adjust if direct by the Engineer. 5. Contractor must complete the 259th/260t" St. work before starting any other locations. 6. Lane closures: The following intersections may only conduct lane closures during the following times: 2601h St and Pacific Highway 1. Lane closure shall be conducted during night or weekend hours. 2. Lane shifts and traffic control in the intersection must be completed gam to 3pm. ii. 259th PI Military Rd. 1. Lane shifts and other work impacting the intersection must be completed 9am to 3pm. iii. Meeker St. and Washington Ave. 1. Lane closure shall be conducted during night or weekend hours. 2. Lane shifts and traffic control in the intersection must be completed 9am to 2pm. iv. Closure of Lincoln St. and Meeker/Lincoln intersection 1. Weekend closure v. Smith St and 4th Ave. 1. Lane shifts and traffic control in the intersection must be completed 9am to 3pm. vi. 4th Ave and James St. 1. Lane closure shall be conducted during weekend hours. 2. Lane shifts and traffic control in the intersection must be completed 9am to 2pm. vii. 4th Ave and 2281h St. 1. Lane shifts and traffic control in the intersection must be completed 9am to 3pm. 7. There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights or sirens. The Contractor shall alert all flaggers and personnel of this requirement. 8. The Contractor shall notify the Engineer, in writing, a minimum of 3 working days prior to beginning a lane closure that requires a detour. 9. The Contractor shall furnish and install PCMS boards to provide advance notification of any lane closures seven (7) calendar days prior to the 2023 Road Diets/Holcomb SP - 39 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 closure. Sign locations, and messages, shall be coordinated with the Engineer. 10. Contractor shall maintain a minimum four foot wide ADA compliant accessible pedestrian facility during construction or, with prior approval of the Engineer, establish a pedestrian detour. 11. Unless otherwise noted, driveways shall remain open at all times. Contractor shall coordinate their work schedule with the property owners to determine the best time to partially close driveway access to perform their work. 12. Contractor shall install 36"x36" Class A (W23-2) "New Traffic Pattern Ahead" signs on all legs of intersections where traffic will encounter a new traffic patter. These signs shall be installed in concurrence with installation of new channelization and shall remain in place for six (6) weeks. 13. The Contractor shall not be allowed to work from noon on July 12th through 14th, 2024 due to the Cornucopia Days street fair in downtown Kent. 14.Sunday July 14, 2020, at 1pm the City will host the Kent Cornucopia Days Parade where floats will travel north on 4th Ave. from Willis St. to Ramsey Way where it will turn left and head to the ShoWare Center. James St. will be closed west of 4th Ave and Smith St. will be closed on either side of 4th Ave. during the parade. The Contractor shall ensure that none of their traffic control devices impact 4th and Smith or 4th and James St. intersections during the parade. Parade contact info: gary.atwood@)comcast.net 15. The Contractor shall notify the Kent Station General Manager, John Hines, at 253.856.2301 and JHinds(atarragon.com at least 7 days prior to the start of construction or any lane closures. 16. Work within the traveled lanes at James St. shall not block traffic three hours prior to and one hour after events, at the ShoWare Center in Kent. Doors typically open one hour prior to event's start time. The Contractor shall coordinate throughout the contract period with ShoWare Center contact Beth Sylves (253) 856-6705, or Kelly Spreitzer (253) 856-6721 email KSpreitzer(o)accessoshowarecenter.com , regarding schedule updates and with the Engineer regarding scheduled work. 17. Work outside of City quiet hours per Kent Municipal Code (KMC) per section 8.05.090 and 8.05.120 and the Washington State Administration Code (WAC) Chapter 173-60 must meet the following requirements: 1. All vehicles shall be equipped with ambient sensitive backup warning devices. The contractor may us back up observers in lieu of back-up warning devices for all equipment except dump trucks in compliance with WAC Chapter 296- 155-610 and 296- 155-615. The Contractor shall us back-up observers and back up warning devises for dump trucks in compliance with WAC Chapter 296- 155-610. 2. Truck tailgate banging is prohibited. All trucks shall be secured to prevent excessive noise from banging. 2023 Road Diets/Holcomb SP - 40 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 3. A copy of noise exemption shall be kept on the project site at all times. 4. The City will also alert citizens via DriveKent and social media. 5. Businesses and residents within 200 feet of the nighttime work activities shall be notified at least 14 calendar days in advance of the proposed nighttime construction work. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way (February 1, 2023 Kent Special Provisions) Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08 PROSECUTION AND PROGRESS Add the following new section: 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section: 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To verify normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss any other related items that may be pertinent to the work. 2023 Road Diets/Holcomb SP - 41 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1. A price breakdown of all lump sum items; 2. A preliminary construction schedule; 3. A list of material sources for approval, if applicable; 4. A preliminary schedule of working drawing submittals; 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval; and 6. Traffic Control Plan (TCP) for approval 1-08.1 Subcontracting (December 30, 2022 APWA GSP, Option A) Section 1-08.1 is supplemented with the following: Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tier subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision Federal Agency Inspection. A subcontractor or lower tier subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (WSDOT Form 421-012), and 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects (WSDOT Form 420-004). The Contractor shall submit to the Engineer a completed Monthly Retainage Report (WSDOT Form 272-065) within 15 calendar days after receipt of every monthly progress payment until every subcontractor and lower tier subcontractor's retainage has been released. The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain these records for that period. The Contractor shall also guarantee that these records of all subcontractors and lower tier subcontractors shall be available and open to similar inspection or audit for the same time period. 1-08.3(2)B Type B Progress Schedule (December 30, 2022 APWA GSP) Revise the first paragraph to read: The Contractor shall submit a preliminary Type B Progress Schedule at or prior to the preconstruction conference. The preliminary Type B Progress Schedule shall 2023 Road Diets/Holcomb SP - 42 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 comply with all of these requirements and the requirements of Section 1-08.3(1), except that it may be limited to only those activities occurring within the first 60- working days of the project. Revise the first sentence of the second paragraph to read: The Contractor shall submit 5 copies of a Type B Progress Schedule depicting the entire project no later than 21-calendar days after the preconstruction conference. 1-08.5 Time for Completion (December 30, 2022 APWA GSP, Option A) Revise the third and fourth paragraphs to read: Contract time shall begin on the first working day following the Notice to Proceed Date. Each working day shall be charged to the contract as it occurs, until the contract work is physically complete. If substantial completion has been granted and all the authorized working days have been used, charging of working days will cease. Each week the Engineer will provide the Contractor a statement that shows the number of working days: (1) charged to the contract the week before; (2) specified for the physical completion of the contract; and (3) remaining for the physical completion of the contract. The statement will also show the nonworking days and all partial or whole days the Engineer declares as unworkable The statement will be identified as a Written Determination by the Engineer. If the Contractor does not agree with the Written Determination of working days, the Contractor shall pursue the protest procedures in accordance with Section 1-04.5. By failing to follow the procedures of Section 1-04.5, the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4- 10 schedule) and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. Revise the sixth paragraph to read: The Engineer will give the Contractor written notice of the completion date of the contract after all the Contractor's obligations under the contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical work on the project must be complete; and 2. The Contractor must furnish all documentation required by the contract and required by law, to allow the Contracting Agency to process final acceptance of the contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (per Section 1-07.9(5)). b. Material Acceptance Certification Documents c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. Final Contract Voucher Certification 2023 Road Diets/Holcomb SP - 43 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all Subcontractors f. A copy of the Notice of Termination sent to the Washington State Department of Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This requirement will not apply if the Construction Stormwater General Permit is transferred back to the Contracting Agency in accordance with Section 8-01.3(16). g. Property owner releases per Section 1-07.24 SECTION 1-08.9 IS SUPPLIMENTED WITH THE FOLLOWING: 1-08.9 Liquidated Damages (March 3, 2021 APWA GSP, Option A) Replace Section 1-08.9 with the following: Time is of the essence of the Contract. Delays inconvenience the traveling public, obstruct traffic, interfere with and delay commerce, and increase risk to Highway users. Delays also cost tax payers undue sums of money, adding time needed for administration, engineering, inspection, and supervision. Accordingly, the Contractor agrees: 1. To pay liquidated damages in the amount of $1,550 for each working day beyond the number of working days established for Physical Completion, and 2. To authorize the Engineer to deduct these liquidated damages from any money due or coming due to the Contractor. When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine the Contract Work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, liquidated damages identified above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis of direct engineering and related costs assignable to the project until the actual Physical Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing the physical Work on the Contract. Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further obligations and liabilities to complete the entire Contract. 2023 Road Diets/Holcomb SP - 44 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 1-09 MEASUREMENT AND PAYMENT 1-09.6 Force Account (December 30, 2022 APWA GSP) Supplement this section with the following: The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by the Engineer. 1-09.9(1) Retainage (June 27, 2011 WSDOT GSP) Section 1-09.9(1) content and title is deleted and replaced with the following: Vacant 1-09.11 Disputes and Claims 1-09.11(3) Time Limitations and Jurisdiction (December 30, 2022 APWA GSP) Revise this section to read: For the convenience of the parties to the Contract it is mutually agreed by the parties that all claims or causes of action which the Contractor has against the Contracting Agency arising from the Contract shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further agreed that all such claims or causes of action shall be brought only in the Superior Court of the county where the Contracting Agency headquarters is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. The parties understand and agree that the Contractor's failure to bring suit within the time period provided, shall be a complete bar to all such claims or causes of action. It is further mutually agreed by the parties that when claims or causes of action which the Contractor asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to all records deemed necessary by the Contracting Agency to assist in evaluating the claims or action. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.2 Traffic Control Management Section 1-10.2 is supplemented with the following: 2023 Road Diets/Holcomb SP - 45 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Work Zone Safety Contingency (November 2, 2022 WSDOT GSP, OPT1) Enhancements to improve the effectiveness of the accepted traffic control plans to increase the safety of the work zones shall be discussed on a weekly basis between the Contractor and the Contracting Agency. Enhancements shall be mutually agreed upon by the Contractor and Engineer prior to performing any Work to implement the enhancement. Enhancements do not include the use of Uniformed Police Officers or WSP, address changes to the allowed work hour restrictions, or changes to the staging plans in the Contract (if applicable). If allowed by the Engineer, these items will be addressed in accordance with Section 1-04.4.11. The Contractor shall be solely responsible for submitting any traffic control plan revision to implement the enhancement in accordance with Section 1-10.2(2). 1-10.2(1) General Section 1-10.2(1) is supplemented with the following: (October 3, 2022 WSDOT GSP) The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346 (360) 297-3035 https://www.nwlett.edu Evergreen Safety Council 12545 135th Ave. NE Kirkland, WA 98034-8709 1-800-521-0778 httl2s://www.esc.orci The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406-1022 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 https://altssa.com/train'inq Integrity Safety 13912 NE 20th Ave. Vancouver, WA 98686 (360) 574-6071 https://www.integritysafety.com US Safety Alliance 2023 Road Diets/Holcomb SP - 46 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 (904) 705-5660 https://www.ussafetya I I is nce.com K&D Services Inc. 2719 Rockefeller Ave. Everett, WA 98201 (800) 343-4049 https://www.kndservices.net 1-10.3(1)B Other Traffic Control Labor (February 1, 2023 Kent Special Provisions) Section 1-10.3(1)B is supplemented with the following: Uniformed Police Officer Definitions: Uniformed Police Officer as used in this specification is a "General Authority Washington Peace Officer" as defined by RCW 10.93.020 (3), or a "Specially Commissioned Washington Peace Officer" as defined by RCW 10.93.020(5). Law Enforcement Agency as used in this specification is a "General Authority Washington Law Enforcement Agency" as defined by RCW 10.93.020 (1). The Contractor shall arrange for off-duty Uniformed Police Officers to be present for the following activities: 1. Countermanding a traffic signal indication at a signalized intersection. 2. Directing vehicle and pedestrian traffic when a traffic signal indication is turned off or is inoperative. 3. Where the Engineer deems it necessary for safety, including work during hours of darkness. It shall be the Contractor's responsibility to secure the off duty Uniformed Police Officer services required by the contract, including the costs to arrange for and supervise the service. The following contact information for potential service providers is supplied for the Contractor's convenience: City of Kent Police Contact: Sgt. Matt Stansfield Phone: (253)856-5809 Washington State Patrol Contact: Nancy King 811 Roanoke Street Seattle WA 98102 Phone: (206) 720-3021 Email: Nancy.king@wsp.wa.gov 2023 Road Diets/Holcomb SP - 47 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The services provided under the bid item "Uniformed Police Officer" shall be considered a subcontract with the attendant requirements and responsibilities. The Contractor must obtain prior approval for use of off-duty Uniformed Police Officers through their Approved Traffic Control Plan and approved amendments to the Plan. The off-duty Uniformed Police Officer shall be in addition to all other personnel required for flagging according to the approved traffic control plan. A Uniformed Police Officer shall be provided in the event of accidental power outages or disruption of a signalized intersection as a result of Contractor's Work and remain in place until the intersection becomes satisfactorily operational as determined by City of Kent Traffic Engineer or his/her representative. SECTION 1-10.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.4(2) Item Bids With Lump Sum for Incidentals (February 1, 2023 Kent Special Provisions) Section 1-10.4(2) is supplemented with the following: "Uniformed Police Officer" will be measured by the hour. Hours will be measured for each fully equipped Uniformed Police Officer, including vehicle, if required, directing or monitoring traffic, as shown on an approved Traffic Control Plan or as directed by the Engineer and in accordance with Section 1-10.3(1)B of these Special provisions. SECTION 1-10.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-10.5 Payment (February 1, 2023 Kent Special Provisions) Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price for "Traffic Control Supervisor" per hour shall be full pay for each hour a person performs the Traffic Control Supervisor duties described in Section 1-10.2(1)B of the WSDOT Standard Specifications. Payment for traffic control labor performed by the Traffic Control Supervisor will be paid under the item for "Other Traffic Control Labor." The unit contract price per lump sum for "Temporary Traffic Safety Cones and Drums" shall be full pay for furnishing cones and drums, including warning lights and flashers if required, transporting them to the project, weighting them, and for transportation involved in relocating or removing the cones, drums and lights in accordance with the plans, approved Traffic Control Plans (TCP's), or as directed by the Engineer. 2023 Road Diets/Holcomb SP - 48 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 All labor required to perform the work described in Section 1-10.3(3) of the WSDOT Standard Specifications for the drums will be paid under the item "Other Traffic Control Labor." The unit contract price for "Portable Changeable Message Sign (PCMS)" per day shall be full pay for all costs for furnishing, transporting, initial installation within the project limits, maintaining and removing the PCMS, and associated work described in Section 1-10.3(3)C of the WSDOT Standard Specifications. Relocation of the PCMS within the project limits will be paid under the item "Other Traffic Control Labor." The unit contract price for "Sequential Arrow Sign (SAS)" per day shall be full pay for all costs for providing, maintaining and removing the SAS, and associated work and maintenance described in Section 1-10.3(3)B of the WSDOT Standard Specifications. The operator of this device will be paid under the item "Other Traffic Control Labor." The unit contract price for "Type III Barricade (Roadway and Pedestrian)" per each will be full pay for performing the work specified, including when required, furnishing, installing, cleaning, maintaining, and removing the warning lights. All labor required for relocating barricades to a new location in accordance with the plans, approved Traffic Control Plans (TCP's), or as directed by the Engineer, or moving barricades to or from temporary storage, as approved by the Engineer, will be paid under the item "Other Traffic Control Labor". When traffic control bid items are included in the bid proposal, payment is limited to the following work areas: 1. The entire construction area under contract and for a distance to include the initial warning signs for the beginning of the project and the END OF CONSTRUCTION sign. Any warning signs for side streets on the approved TCP are also included. If the project consists of two or more sections, the limits will apply to each section individually. 2. A detour provided in the plans or approved by the City's Traffic Control Supervisor for by-passing all or any portion of the construction, irrespective of whether or not the termini of the detour are within the limits of the Contract. No payment will be made to the Contractor for traffic control items required in connection with the movement of equipment or the hauling of materials outside of the limits of 1 and 2 above, or for temporary road closures subject to the provisions of Section 1-07.23(1) of the WSDOT Standard Specifications. 1-10.5(2) Item Bids with Lump Sum for Incidentals (February 1, 2023 Kent Special Provisions) Section 1-10.5(2) is supplemented with the following: "Uniformed Police Officer", per hour 2023 Road Diets/Holcomb SP - 49 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The unit contract price for "Uniformed Police Officer," per hour for this item in accordance with Section 1-10.4(2), shall be full compensation for all costs incurred by the Contractor in performing the Contract Work defined in Section 1-10.3(1)B of these Special Provisions, including all costs for arrangement for and supervision of uniformed law enforcement personnel and vehicles to participate in the Contractor's traffic control activities. 2023 Road Diets/Holcomb SP - 50 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 2-02.1 Description (Kent Special Provisions) This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements (Kent Special Provisions) The City has identified the following materials that are marked for removal, but that will be salvaged as part of this project: 1. Existing Luminaire Poles 2. Traffic Signs deemed salvageable by Engineer 3. Fire Hydrants and Valves deemed salvageable by Engineer The salvaged materials listed above shall be removed, hauled and stored at the following site(s): 1. Kent East Hill Operations Center SE corner of 1241h Avenue SE and SE 248- Street All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters (Kent Special Provisions) In removing pavement, sidewalks, and curbs the Contractor shall: 2023 Road Diets/Holcomb SP - 51 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 1. Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 2-02.3(4) Removal of Traffic Islands, and/or Traffic Curbs (Kent Special Provisions - New Section) In removing traffic islands and/or traffic curbs the Contractor shall: 1. Haul broken-up pieces and complete sections of traffic curbs and all waste materials to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Completely remove all block traffic curbs, pre-cast traffic curbs, connecting dividers, nose pieces and remaining adhesive. 3. Remove all island materials, including asphalt pavement, crushed rock, and topsoil, between the traffic curbs to the depth of the compacted subgrade, or to the surface of the underlying pavement where such pavement exists under the island. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, and fill any surface voids caused by the removal work. 5. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 6. Remove and dispose of all waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 2023 Road Diets/Holcomb SP - 52 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 2-02.5 Payment (Kent Special Provisions) Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The unit contract price per lineal foot for "Remove Cement Concrete Extruded Curb" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to saw cut and remove, haul, and dispose of the cement concrete extruded curb as shown on the plans and described in the specifications. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement (Kent Special Provisions) The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide their own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2023 Road Diets/Holcomb SP - 53 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-04 CURBS, GUTTERS, AND SPILLWAYS DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-04.3(3) Rubber Wheel Stop (Kent Special Provisions - New Section) Rubber wheel stops shall be 6' long, 6" wide and 4.5" height with 4 premade holes for mounting. Wheel stop shall have a minimum of 8 reflectors to match the color of surrounding channelization (white or yellow). Reflector strips shall be molded into the rubber to increase durability. Contractor shall mount using Lag Bolt with Washer & Shield for Car Stops (molly system) per the manufacture recommendations. Parking stopped must be anchored and may not be installed with epoxy only. Approved manufactures include Plasticade or approved equal. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment (Kent Special Provisions) The unit contract price per each for "Reflective Rubber Wheel Stop" shall be considered complete compensation for all materials, labor, tools and equipment required to furnish and install the 6' long rubber parking wheel stop in accordance with the plans, specifications, and as directed by the Engineer. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description (Kent Special Provisions) This work shall consist of furnishing, and installing new pavement markers of the type specified in the plans upon the roadway surface in accordance with applicable Kent Standard Plans and/or WSDOT Standard Plans at locations shown in the Contract or as directed by the Engineer. Removal of existing pavement markers shall be included in the unit bid price for this item unless otherwise specified. Unless otherwise noted, pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74. 2023 Road Diets/Holcomb SP - 54 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 8-09.3 Construction Requirements SECTION 8-09.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING; 8-09.3(1) Preliminary Spotting (Kent Special Provisions) The Engineer will provide control points at the locations and intervals determined necessary by the City to assist in preliminary spotting of the lines before the placement of raised pavement markers begins. The Contractor shall be responsible for preliminary spotting of the lines to be marked. Approval by the Engineer is required before the placement of raised pavement markers begins. Preliminary spotting to guide the placement of raised pavement markers is required for all longitudinal lines. SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation (Kent Special Provisions) In removing raised pavement markers and plastic traffic buttons, the Contractor shall: 1. Haul broken-up pieces of raised pavement markers, plastic traffic buttons and all waste material to an off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Remove all sand, or other waste materials deposited on the pavement, or within the City's stormwater management system, as a result of the removal process selected by the Contractor. 3. Install temporary lane markings at their sole expense, unless the street is going to be remarked, or overlaid immediately after the completed removal of raised pavement markers and/or plastic traffic buttons. 4. Take suitable care so as not to damage the underlying pavement surface more than necessary, clean all underlying pavement, including the complete removal of all remaining adhesive, and fill any surface voids caused by the removal work. SECTION 8-09.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-09.5 Payment (Kent Special Provisions) The contract bid price per hundred for "Raised Pavement Marker Type 2" shall constitute complete compensation for furnishing and installing the raised pavement markers in accordance with these Special Provisions and the Standard Plans at the locations shown on the plans. 2023 Road Diets/Holcomb SP - 55 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 8-10 GUIDE POSTS SECTION 8-10.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.1 Description (Kent Special Provisions) This work shall consist of furnishing and installing continuous median traffic plastic curb and non-continuous low profile traffic plastic curb with flexible posts at location(s) shown in the plans or as directed by the Engineer. SECTION 8-10.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.2 Materials (Kent Special Provisions) Traffic Separator Curb System: The following is a list of acceptable traffic separator curb systems: Low-Profile Plastic Curb and Reflector Product Manufacturer Tuff Curb XLP Impact Recovery Systems Plastic Median Curb and Reflector Product Manufacturer Tuff Curb Impact Recovery Systems The contractor may propose an alternative product meeting these specifications, however, the Engineer reserves the right to accept or reject any product not shown on this list. Alternative products must meet the following specifications. The traffic separator curb system used shall be NCHRP-360 and MASH 2009 compliant. The color of the traffic separator curb system shall be consistent with its intended use and as described in Part 3 of the current edition of the Manual on Uniform Traffic Control Devices. All hardware shall be zinc plated. The traffic separator curb system shall consist of 3 components designed for easy change-out of any one part when necessary. The components are: 1. Modular curb 2023 Road Diets/Holcomb SP - 56 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 2. Reactive spring assembly, and 3. Channelizer Low Profile Modular Curb Each modular curb section shall be 40 inches long, constructed of highly durable injection molded HDPE material resistant to ultraviolet light, ozone, and hydrocarbons; and featuring solid color throughout the material. Curb height shall be 2 inches in height and 8 inches in width. The modular piece shall include rounded beginning and end. Curbing sections shall not interconnect, but have the ability to space sections to facilitate passage of water between sections of curb. Each modular curb section shall have a reflector facing each direction built into the plastic curb matching the color of the curbing and meeting reflectivity requirements outline in section 8-09. Median Modular Curb Each median modular curb section shall be 40 inches long, constructed of highly durable injection molded HDPE material resistant to ultraviolet light, ozone, and hydrocarbons; and featuring solid color throughout the material. Curb height shall be 3.5 inches in height and 12 inches in width. Curbing sections shall be continuous and shall interconnect. An 18" tapered end section shall be used at beginning and end of each run. Each modular curb section shall have two flattened areas on the top, equally spaced about the curb mid-point, for the installation of Type 2 raised pavement markers. Raised pavement markers shall meet the requirements of Section 8- 09.2. Median Curb Mounting Regardless of street posted speed limit, for asphalt surface installation, each curb section shall be installed using a 3-anchor kit comprising of three of the each of the following: 3" plastic anchors, 4" long 1/2" lag screws, and metal washer. On PCC surface, each curb section shall be installed using three 4" x 1/2" concrete screw anchor. All anchors shall be hot-dipped galvanized or zinc coated. Reactive Spring Assembly The reactive spring assembly shall have an anti-twist feature to assure channelizer is returned to an upright position facing traffic and designed to withstand multiple vehicle impacts and rebound the delineator to upright position. The reactive spring assembly shall be integral to the delineator and shall bolt onto the modular curb and/or surface mount base. Quick release feature will not be allowed. Channelizer All channelizers must conform to the Manual of Uniform Traffic Control Devices with reactive spring assembly integral to the channelizer. 2023 Road Diets/Holcomb SP - 57 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 a. Delineator Post: Delineator posts shall be round, constructed of flexible plastic resistant to ultraviolet light, ozone, and hydrocarbons having the following dimensions and features: Diameter: 2.25 inches to 2.375 inches Length: 28 inches Post Top: Round black cap Sheeting: two 3-inch wide x 12" section of Type V Super High Intensity reflective sheeting around the delineator SECTION 8-10.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.3 Construction Requirements (Kent Special Provisions) The pylon system shall be a surface mounted assembly that uses a separate base with a detachable pylon held in place by means of a locking device as shown in the Plans. The plastic curb shall be installed by using anchors per manufacturer's recommendations or as directed by the Engineer. The surface receiving the traffic separator curb system shall be clean and free of any rocks and/or debris. The receiving surface shall be planar such that the entire bottom of each curb unit maintain contact with the surface. When installing traffic separator curb system on PCC surface, use concrete screw anchors approved by the curb manufacturer. When installing traffic separator curb system on asphalt surface, use multi- purpose sleeve anchors approved by the curb manufacturer. Unless specified in the plans, gaps between adjacent curb shall not be less than 1/2" apart and more than 1". Curb end cap must be installed at the beginning and end of each run of traffic separator curb system. The plastic curb shall be compatible with the flexible posts. The plastic curb and flexible posts shall be installed together to perform as one traffic device system. One flexible post shall be installed in each plastic curb section. 2023 Road Diets/Holcomb SP - 58 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SECTION 8-10.4 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-10.4 Measurement (Kent Special Provisions) Low-Profile Plastic Curb and Reflector shall be measured per each including the tapered end cap. One flexible post per segment of curb shall be included in the price. (Curb is 40" long with flexible post in the center, flexible post will be spaced 40" O.C.). SECTION 8-10.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-10.5 Payment (Kent Special Provisions) The unit contract price per each for "Low-Profile Plastic Curb and Reflector" constitutes complete compensation for all materials, labor, anchors, bolts, hardware, raised pavement markers, flexible post, reflective sheeting, caps, tools and equipment necessary to furnish and install the traffic separator curb system, including surface preparation, in accordance with these Specifications. The unit contract price per linear foot for "Plastic Median Curb and Reflector" constitutes complete compensation for all materials, labor, anchors, bolts, hardware, raised pavement markers, flexible posts, reflective sheeting, end caps, tools and equipment necessary to furnish and install the continuous plastic median traffic separator curb system, including surface preparation, in accordance with these Specifications. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL 8-20.2 Materials SECTION 8-20.2(1) IS REVISED BY ADDING THE FOLLOWING TO PARAGRAPH 3, FOLLOWING ITEM 2: 8-20.2(1) Equipment List and Drawings 3. Electronically provide photometric curve data in IES format. 4. Photometric calculations showing that the proposed luminaire meets the minimum street lighting requirements of the City. 5. Catalog Cuts and/or ordering information clearly showing selected luminaire options. 8-20.3 Construction Requirements 2023 Road Diets/Holcomb SP - 59 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit (Kent Special Provisions) THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH: The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A_ tracer wire terminating within junction boxes shall be installed in all conduits. The tracer wire shall be uninsulated #8 AWG stranded copper. THE FOLLOWING CHANGES APPLY TO THE NUMBERED ITEMS FOLLOWING THE WORDS "Galvanized steel conduit shall be installed at the following locations:" Item 1. Change to read ""All State highway roadbed crossings" Item 3. Contents are deleted, leaving it BLANK SECTION 8-20.3(6) IS SUPPLEMENTED WITH THE FOLLOWING: 8-20.3(6) Junction Boxes, Cable Vaults, and Pull Boxes (Kent Special Provisions) Junction Boxes shall be in accordance with WSDOT Standard Plan J-40.10.04 THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring (Kent Special Provisions) All splices in underground illumination circuits and induction loops circuits shall be installed within junction boxes. The only splice allowed in induction loop circuits shall be the splice connecting the induction loop lead in conductors to the shielded home run cable. Splices for illumination circuits, including two way, three way, four way and aerial splices, and splices for induction loop circuits shall be spliced with copper crimped solder-less connectors installed with an approved tool designed for the purpose to securely join the wires both mechanically and electrically. Splices shall then be wrapped with moisture sealing tape meeting the requirements of 2023 Road Diets/Holcomb SP - 60 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Sections 9-29.12(1) and 9-29.12(2) of the Kent Special Provisions to seal each splice individually, unless otherwise specified by the Engineer. In no case shall epoxy splice kits be permitted. SECTION 8-20.3(10) IS REVISED AS FOLLOWS: 8-20.3(10) Service, Transformer, and Intelligent Transportation System (ITS) Cabinets (Kent Special Provisions) THE LAST PARAGRAPH OF THIS SECTION IS DELETED IN ITS ENTIRETY. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors (Kent Special Provisions) THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 12 foot centers. ITEM 4 IS REVISED AS FOLLOWS: 4. All content after the first sentence is DELETED. ITEM 9 AND ITEM 10 CONTENTS ARE DELETED, LEAVING THEM BLANK. SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be CrafcoTm Loop Detector Sealant 271 or approved equal. Installation shall conform to the manufacturer's recommendations. SECTION 8-20.3(14)D IS REVISED AS FOLLOWS: 8-20.3(14)D Test for Induction Loops and Lead-In Cable (Kent Special Provisions) SPECIFIED TESTS ARE REVISED AS FOLLOWS: Test B - A megger test at 500 volts DC shall be made between the cable shield and grounding, prior to connection to grounding. The resistance shall equal or exceed 200 megohms. Test C - A megger test shall be made between the loop circuit and grounding. The resistance shall equal or exceed 200 megohms. 2023 Road Diets/Holcomb SP - 61 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 SECTION 8-20.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-20.5 Payment (Kent Special Provisions) "Bicycle Detector Loops", per each "6 Foot Diameter Traffic Loop", per each The unit contract price for the above constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to provide and install a traffic loop to the size and location shown on the drawings and in accordance with the Kent Special Provisions and WSDOT Standard Specifications. The unit bid price shall include but not be limited to: saw cutting the pavement; the first 40 lineal feet of lead-in wire, sealing; connect new wiring to existing home run cable; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any sealing, and restoration needed for loop and wire installation. Reference Kent Standard Plans 6- 98 and 6-99. The unit contract price per lineal foot for "Additional Lead-In Wire" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the additional lead-in wire at the location shown on the plans and described in the specifications. The unit bid price shall include but not be limited to: saw cutting the pavement; wiring; sealant; connect new wiring to existing home run wire in the existing junction box; testing and any additional labor, grinding to open and re-welding to close lids on junction boxes, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Bid item shall also include any sealing and restoration needed for loop and wire installation. Please note, this bid item will be paid based on the lineal footage of saw cutting, regardless of the lineal footage or number of lead-in wire. Measurement begins after the first 40' of individual loop home run cable and saw cut or after two or more loop wire/cuts are combined together to form a lead in. The price for "Installation and Connections- City Owned Video Detection Camera" per each constitutes complete compensation for the installation and connection of the city owned video detection camera at the following intersections. S 260th and Pacific Highway: (1) temporary video detection camera for WB traffic. 4t" Ave and James St.: (1) temporary video detection camera installed for SB traffic. This bid item also includes all wiring and connections, testing, sighting adjustment, and all other components necessary for the fully functional detection system as directed by the engineer. All additional materials not shown in the plans or called for herein and which are required to complete the video detection system installation shall be included in the unit contract price of this bid item. Removal of systems after new loops are installed and connected and delivery to City Signal 2023 Road Diets/Holcomb SP - 62 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Shop shall be included in this bid item. The contractor shall coordinate this work with the City's signal engineer and the engineer. 8-21 PERMANENT SIGNING SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.2 Materials (March 20, 2023 Kent Special Provision) Sign posts shall be rolled carbon sheet steel, ASTM 1011 or ASTM A653 grade 50 and be hot dipped galvanized per AASHTO M-120 with minimum yield strength of 60,000 psi. Sign posts shall be 2" square with 7/16" diameter pre-punched holes on 1" center full length of the post on all sides. Post anchors shall be zinc hot dipped galvanized material meeting ASTM A500 grade B, 7 gauge. 2 1/2" x 2 1/2" square Telespar anchor or Engineer approved equivalent. Post anchor length shall be 30". Post anchor shall have a 7/16" diameter hole on each side of the post located 2" from the top. SECTION 8-21.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3 Construction Requirements (March 20, 2023 Kent Special Provision) All signs installed on project shall conform to Kent Standard Plan 6-82. All sign post shall be installed on cement concrete foundation and post anchor. The concrete in the sign foundation shall be Commercial Concrete in accordance with the requirements of Section 6-02. Cement concrete foundation and post anchor shall be allowed to cure at least 24 hours prior to post and sign installation. The vertical distance from the bottom of the sign to the edge of traveled way shall not be less than 7 feet, except that the vertical distance from the bottom of W1-8 sign to the edge of traveled way shall be not less than 48 inches and not greater than 60 inches. The vertical distance from the bottom of the sign to the ground surface for D3 series signs shall not be less than 9 feet. 2023 Road Diets/Holcomb SP - 63 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 8-21.3 Construction Requirements SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal (Kent Special Provisions) Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 2401" Street (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation (Kent Special Provisions) Relocated signs shall be installed on new Telespar metal posts as detailed in standard plans 6-82a-6-84, unless otherwise specified on the plans, or by the Engineer. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment (Kent Special Provisions) The unit contract price per lump sum for "Permanent Signing" constitutes complete compensation for all labor, materials, supplies and equipment necessary to relocate, deliver and/or install the traffic signs shown on the plans and described in the specifications. This bid item shall also include complete compensation including but not limited to disposal, mounting, post, concrete foundation, brackets. Refer to the sign schedules on contract plans for signs and mounting locations and type. Note, all signs shall conform to Std. Plan 6-82a-6-84 including 3M High Intensity Prismatic sign coatings. Cost of Florescent Yellow Green (FYG) signs where specified shall also be included in this bid item. Contractor shall provide a breakdown of cost per sign and sign with foundation as part of the bid item "Permanent Signing". Tree trimming for sign visibility shall be considered incidental to this bid item. 2023 Road Diets/Holcomb SP - 64 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The unit contract price per each for "Remove Existing Post" shall constitute complete compensation for all labor, materials, supplies, tools and equipment necessary to remove and dispose of the traffic posts and foundation and restore to match existing ground as shown on the plans and described in the specifications. The bid item price shall include but is not limited to: excavation, hauling and disposal, cleanup, backfilling, restoration and compaction. This bid item shall not be used for relocated or disposed signs called out in the lump sum sign schedule. 8-22 PAVEMENT MARKING SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials (Kent Special Provisions) Type A (Liquid Hot Applied Thermoplastic) plastic material shall be used when applying the following pavement markings. • Plastic Crosswalk Lines • Plastic Stop Lines (24 inch wide) Type B (Pre-Formed Fused Thermoplastic) plastic material is not allowed. Type D (Liquid Cold Applied Methyl Methacrylate) plastic material shall be used when applying the following pavement markings (applies to profiled plastic as well). • Plastic Skip Lane Line • Plastic Double Yellow Center Line • Plastic Two Way Left Turn Line • Plastic Wide Dotted Line • Plastic Dotted Line • Plastic Dotted Extension Line • Plastic Drop Line • Plastic Edge Line • Plastic Diagonal Line • Plastic Yield Line MMAX AREA MARKINGS WITH CORUNDUM (Type D - Liquid Cold Applied Methyl Methacrylate with Corundum) shall be used when applying the following pavement markings. • Single Solid Plastic Edge Line applied in sidewalk • Plastic Bicycle Sharrow Symbol • Plastic Bike Lane Symbol with Arrow • Plastic Bicycle Detector Pavement Marking • Plastic Green Bike Lane • Green bike crossing • All other pavement markings installed in sidewalks and pedestrian pathways for the purpose of directing cyclists. 2023 Road Diets/Holcomb SP - 65 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. Type A plastic material shall be BC2000 series or approved equal meeting the requirements of Section 9-34 and the following requirements. Type A plastic materials shall be capable of being applied at a temperature between 375 OF to 450 OF (190 °C to 230 °C) and to the required thickness without excessive overspray, running or deformation of the edges. Type A plastic materials shall be capable of bearing traffic within 5 minutes after application, 10 minutes when pavement surface temperature is at or above 130 °F(541C) and show no deformation or flaking at temperatures between -10 OF to 140 OF (-23 °C to 60 °C). The marking compound shall contain glass beads and shall have top dressing of glass beads applied. Type B plastic material shall have glass beads homogeneously blended throughout the material with a securely bonded protruding exposed layer of beads that provide immediate and required retroreflectivity. No additional glass beads shall be needed to be dropped on the material during application to obtain the required retroreflectivity. MMAX AREA MARKINGS WITH CORUNDUM shall meet the requirements of Section 8- 22.3(A). No glass beads are required. Type D plastic material shall meet the requirements of Section 9-34. Glass beads shall be as recommended by the material manufacturer. Raised Pavement Markers shall meet the requirements of Section 8-09.2. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). 8-22.3 Construction Requirements (Kent Special Provisions) Profiled plastic lines shall be constructed in accordance with the WSDOT Standard Plan M-20.20-02. Unless otherwise noted , pavement markings shall be installed in strict conformance to Kent Standard Plans 6-74. All traffic pavement marking letters and numerals shall be 8-feet high per WSDOT Standard Plan M-80.10-01 and M-80.20-00 for high-speed application (regardless of the posted speed limit of the street), with the exception of the "R" in the railroad crossing symbol which shall be as shown on Kent Standard Plan 6-78. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-22.3(A) MMA Area Markings With Corundum (Kent Special Provisions - New Section) 2023 Road Diets/Holcomb SP - 66 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 MMAX AREA MARKINGS WITH CORUNDUM is designed to meet the non-slip requirements needed for cyclist and shall be mixed and installed in accordance with the Manufacturer's specifications conforming to the following requirements: Materials used to create MMAX AREA MARKINGS WITH CORUNDUM shall consist of MMAX AREA MARKING Pre-pigmented Methyl Methacrylate Resin, MMAX AREA MARKING hardwearing aggregate and catalyst. MMAX AREA MARKING's will have the following performance properties: Density 18.5 +/- 0.5 Lbs. / Gallon Solids >99% ASTM D2205 Build Thickness 90 +/- 10 Mils VOC <100 Grams/Liter Pot Life N15min AASHTO T237 Skid >60 ASTM E303 Hardness 50-60 ASTM D2240 Water Absorption <0.25% ASTM D570 Keep materials in dry, protected areas, between 40OF to 80°F. Keep out of direct sunlight and protected from open flame. Finished Color: E-F Bike Lane Green or White as specified in the contract plans. Methyl Methacrylate Resin: Methyl Methacrylate resin shall have the following properties: Density 12.8 +/- 0.35 Lbs/Gal Tensile >2000 psi ASTM D638 Elongation >70% ASTM D638 Flash Point >50°F / 100C ASTM D1310 Resin must be supplied in compliant metal pails that have UN1A2Y1.9/100 rating. Aggregate: Hardwearing Aggregate shall be provided by the manufacturer and will have a hardness of 9 on the Mohs scale. Aggregate shall be a neutral, light color that will not affect the color of the finished product and will have a mesh sizing of 24 Grit. Aggregate must be supplied in 25.5 +/- lbs. (11.7 +/- 0.23kg) pre-packaged bags or pails. Catalyst: Catalyst shall come in a powder form and be supplied in bulk at the maximum usage rate of 0.51 +/-0.2 Ibs (0.23 +/- 0.09 kg) per mixed pail of resin and aggregate. Application: Ambient and surface temperature for installation shall be between 40-100OF and should be 50F above the dew point temperature with less than 75% relative humidity. 2023 Road Diets/Holcomb SP - 67 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Clean the intended application area thoroughly. All loose particles, dirt, sand dust, etc. must be removed. Broom and use a power blower or compressed air. The surface must be clean, dry and free of all dust, oil, debris and any other material that might interfere with the bond between marking and the surface to be treated. All concrete curing compounds shall be completely removed from concrete surfaces prior to installation by shot blasting or grinding. Existing concrete surfaces shall be wire brushed but may require shot blasting or grinding dependent on condition.' Clean areas containing chemical contaminants such as vehicle fluids, using a degreasing solution, and ensure removal of contaminants and degreasing solution well in advance of the application. Existing pavement markings that are to be left in place, utilities, drainage structures, curbs and any other structure within or adjacent to the treatment location shall be masked to protect from application. Existing pavement markings conflicting with the surface treatment must be removed by grinding or water blasting. Extra care must be taken to thoroughly remove the dust and debris caused from grinding. Installed pavement marking must be 100% cured, which will be a hardened solid state, before opening the marked area to traffic. SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting (Kent Special Provisions) The Contractor shall use existing curb, gutter, and/or sidewalk as control to assist in preliminary spotting of the lines before beginning the placement of pavement markings. The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74. Approval by the Engineer is required before the placement of permanent pavement marking. SECTION 8-22.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 8-22.3(2) Preparation of Roadway Surfaces (Kent Special Provisions) 2023 Road Diets/Holcomb SP - 68 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application (Kent Special Provisions) The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 F for a maximum of 10 minutes. The second coat of yellow paint applied to concrete curbs shall have glass beads applied at the rate of 12 pounds per 100 linear feet of curbing. SECTION 8-22.3(3)B IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-22.3(3)B Line Patterns (Kent Special Provisions) Double Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc. at select locations. Two Way Left Turn Line (TWLTL) - A solid yellow line, 4 inches wide, with a broken yellow line 4 inches wide, separated by a 4-inch space. The broken pattern shall be based on a 30-foot unit consisting of a 10-foot line and a 20-foot gap. The solid line shall be installed to the right of the broken line relative to the direction of travel and for each direction of travel. Wide Line - A solid white line 8 inches wide used for delineation at ramp connections, to separate left and right turning movements from through movements, to separate high Occupancy Vehicle (HOV) lanes from general purpose lanes, for traffic islands, hash marks, chevrons, and other applications. Wide Dotted Line - A broken white or yellow line, 8 inches wide, matching color with its associated solid or broken line. The dotted pattern shall be based on a 12- foot unit consisting of a 3-foot line and a 9-foot gap. Pattern shall conform to WSDOT Std. Plan M-20.10. 2023 Road Diets/Holcomb SP - 69 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Dotted Line - A broken white or yellow line, 4 inches wide, matching color with its associated solid or broken line, an extension of an edge line, lane line, or centerline used at exit ramps, intersections, horizontal curves, multiple turn lanes, and other locations where the direction of travel for through traffic is unclear. The dotted pattern shall be based on a 12-foot unit consisting of a 3-foot line and a 9-foot gap. Pattern shall conform to WSDOT Std. Plan M-20.10. Dotted Extension line - A broken white 4 inch thick line with a 2' line, 6' gap, 2' line. Pattern shall conform to WSDOT Std. Plan M-20.10. Drop Line - A broken white or yellow line, 8 inches width, matching color with its associated solid or broken line, with RPMs. Pattern shall conform to Kent Std. Plan 6-74, RPMs, 3' line, 9' gap, RPMs, 3' line. Edge Line / Solid Lane Line - A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, parking stall and ADA delineation, adjacent lanes traveling in the same direction or bus pull-outs. Diagonal Line- A single solid white line 4 inches wide used to delineate bicycle buffer. Crosswalk Stripe A series of pairs of parallel SOLID WHITE lines, 8-feet long as shown in Kent Standard Plan 6-75. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions (Kent Special Provisions) RPMs shall be installed per the requirements of Section 8-09.3(4). SECTION 8-22.3(6) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-22.3(6) Removal of Pavement Markings (Kent Special Provisions) Where required for the construction of the project or where directed by the Engineer, the Contractor shall remove pavement markings. The pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement. Painting is not an acceptable method for obliteration or removal of pavement markings. 2023 Road Diets/Holcomb SP - 70 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Only hydroblasting equipment will be allowed for the removal of pavement markings. Vacuum shrouded equipment, or other equally effective means, shall be used to contain and collect all debris and excess water. Collected water and debris shall be disposed of off the project site in accordance with Department of Ecology or other federal, state or local regulations. The removal of raised pavement markers shall be incidental to the removal of the associated marking. Where the project involves overlay or pavement, paint stripes do not have to be obliterated unless specifically called for on the Project Plans, or Traffic Control Plans. All plastic letters, plastic arrows, plastic stripes of all types, plastic buttons, and plastic lane markers shall be removed prior to any overlay of pavement or where the roadway is being rechannelized or where specified on the Plans. Also see Section The City has not shown all existing pavement markings on the plans. The bidder shall visit the site to determine the extent, location and type of items to be removed. SECTION 8-22.4 IS REVISED BY DELETING THE LAST 2 PARAGRAPHS AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement (Kent Special Provisions) The measurement for all painted and plastic lines will be based on the total length the line installed. No deduction will be made for the unmarked area when the marking includes a broken line. No additional measurement will be made for more than one line such as double yellow centerline and TWLTL. No additional measurement for payment will be mode for the required second application of paint. No additional measurement for payment will be made for additional application required to meet thickness reequipment for plastic markings. Traffic arrows, traffic letters, railroad crossing symbols, bicycle lane symbols will be measured per each. The per each price of the railroad crossing shall include both the x and traffic letters shown in Kent Std. Plan 6-78. The measurement for "Painting Existing Traffic Curb" will be based on the total length of painted curb. No additional measurement will be made for curbing painted on both sides of the curbing. Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. "Plastic Diagonal line" will be measured by the completed linear foot. "Plastic Stop Line" will be measured by the completed linear foot of the 24" wide stop line. 2023 Road Diets/Holcomb SP - 71 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 "Plastic Yield Line" will be measured by the completed linear foot consisting of plastic yield line symbols conforming to the size and spacing specified in WSDOT M-24.60 Type 2. The measurement for "Plastic Bicycle Lane Symbol with Arrow" shall include both the bike rider symbol and bike lane arrow as one per each measurement as shown on the WSDOT Standard Plan M-9.50. The measurement for "Plastic Bicycle Sharrow Symbol" shall include both the bike symbol and arrows as one per each measurement as shown in the MUTCD Figure 9C-9 Shared Lane Marking. The measurement for "Plastic Green Bike Lane" shall be per square foot of green marking applied. The 6" white line shown on the bicycle pedestrian crosswalk detail shall be incidental to this bid item. The measurement for "Plastic Bicycle Detector Pavement Marking" shall include both the bike rider symbol and vertical line segments above and below the symbol as one per each measurement as shown in the MUTCD Figure 9C-7. For the lump sum Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings, no specific unit of measurement will apply, but measurement will be for the sum total of all items for a complete removal of the subject items. SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment (Kent Special Provisions) Payment will be made for each of the following Bid items that are included in the proposal: Where blank, , line shall be either "Profiled Plastic", "Plastic", or "Painted" corresponding to the specified bid item. AA Skip Lane Line", per linear foot " Double Yellow Center Line", per linear foot AN Two Way Left Turn Line", per linear foot AA Wide Dotted Line ", per linear foot "Plastic Dotted Line", per linear foot "Plastic Dotted Extension Line", per linear foot A% Drop Line", per linear foot AA Edge Line", per linear foot "Plastic Diagonal Line", per linear foot "Plastic Yield Line", per linear foot (Type 2) "Plastic Green Bike Lane", per square foot "Plastic Bicycle Sharrow Symbol", per each "Plastic Bike Lane Symbol with Arrow", per each "Plastic Bicycle Detector Pavement Marking", per each 2023 Road Diets/Holcomb SP - 72 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 The lump sum contract price for "Removal of Raised Pavement Markers and Painted and/or Thermoplastic Traffic Markings" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the raised pavement markers and painted and/or thermoplastic traffic markings as described in the specifications or as directed by the Engineer. The unit contract price per lineal foot for "Paint Existing Traffic Curb" constitutes complete compensation for all materials, labor, supplies, site preparation, tools and equipment necessary for the application of painting existing traffic curb. 8-23 TEMPORARY PAVEMENT MARKINGS THE FIRST PARAGRAPH OF SECTION 8-23.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-23.1 Description (Kent Special Provisions) The work shall consist of furnishing, installing and removing temporary pavement markings. Temporary pavement markings shall be provided where noted in the plans and for all lane shifts and detours resulting from construction activities. Temporary pavement markings shall also be provided when permanent markings are eliminated because of construction operations. Temporary pavement markings shall be maintained in serviceable condition throughout the project until permanent markings are installed. Temporary pavement markings that are damaged shall be repaired or replaced immediately. Edge lines shall be installed unless otherwise specified in the Contract. 2023 Road Diets/Holcomb SP - 73 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 DIVISION 9 - MATERIALS 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 9-28.1 General (Kent Special Provisions) All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS, EXCEPT "NO PARKING ANYTIME" SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO-REFLECTORIZED SHEETING, UNLESS NOTED OTHERWISE IN THE PLANS. "NO PARKING ANYTIME" signs shall have engineer grade retro-reflectorized sheeting. 9-28.14 Sign Support Structures SECTION 9-28.14(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING; 9-28.14(2) Steel Structures and Posts (Kent Special Provisions) Truss chords, struts, and diagonals, end posts, and end post struts and diagonals for sign bridge structures and cantilever sign structures shall conform to either ASTM A 36 or ASTM A 53 Grade B Type E or S. The nominal pipe diameter and the pipe wall thickness shall be as specified in the plans or Standard Plans. All other structural steel for sign bridge structures and cantilever sign structures shall conform to ASTM A 36. Truss member connection hardware shall conform to Section 9-06.5(3). Pipe members for bridge mounted sign brackets shall conform to ASTM A 53 Grade B Type E or S, and shall be Schedule 40 unless otherwise specified. All other structural steel for bridge mounted sign brackets shall conform to ASTM A 36. U bolts, and associated nuts and washers, shall be stainless steel conforming to Section 9-28.11, and shall be fabricated hot. Anchor rods, nuts and washers for sign bridge structure foundations shall conform to Section 9-06.5(4). Anchor rods for cantilever sign structure foundations shall conform to ASTM F 1554 Grade 104, including the appropriate supplemental requirements for grade and manufacturer's identification, and charpy impact testing (15 foot-pounds minimum at 40F). Nuts and washers for cantilever sign structure foundations shall conform to AASHTO M 291 Grade DH and AASHTO M 293, respectively. Anchor rods for sign bridge structures and cantilever sign structures shall be galvanized after fabrication a minimum of 1'-0" at the exposed end in accordance with AASHTO M 232. Anchor rod templates shall conform to ASTM A 36, but need not be galvanized. 2023 Road Diets/Holcomb SP - 74 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 Steel sign structures and posts shall be galvanized after fabrication in accordance with AASHTO M 111, unless noted otherwise in the plans. All bolts, nuts, and washers shall be galvanized after fabrication in accordance with AASHTO M 232. Unless otherwise specified in the plans or Kent Special Provisions, metal surfaces shall not be painted. Minor fabricating and modifications necessary for galvanizing will be allowed if not detrimental to the end product as determined by the Engineer. If such modifications are contemplated, the Contractor shall submit to the Engineer, for approval six copies of the proposed modifications, prior to fabrication. 9-29 ILLUMINATION, SIGNAL, ELECTRICAL SECTION 9-29.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE BEGINNING OF THIS SECTION: 9-29.1 Conduit, Innerduct, and Outerduct (Kent Special Provisions) Unless otherwise specified on the Street Lighting or Traffic Signal Plans, all conduits for street lighting, traffic signals and traffic signal interconnect cables for projects within the city limits of Kent shall be Schedule 80 PVC conduit, minimum size 2 inches. 9-29.2 Junction Boxes, Cable Vaults and Pull Boxes SECTION 9-29.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THESE SECTIONS: 9-29.2(1)A Standard Duty Junction Boxes (Kent Special Provisions) Box frame and lid shall be hot dip galvanized only. 9-29.2(1)B Heavy-Duty Junction Boxes (Kent Special Provisions) Box frame and lid shall be hot dip galvanized only. 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 2023 Road Diets/Holcomb SP - 75 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 9-29.3(2)I Twisted Pair Communication Cable (Kent Special Provisions) Replace "AWG 22" with #AWG 19". THE LAST SENTENCE IN THE FIRST PARAGRAPH HAS BEEN REVISED TO READ AS FOLLOWS; This cable shall be filled with a gel compound to resist water penetration and migration unless otherwise specified by the plans. 9-29.6 Light and Signal Standards SECTION 9-29.6(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRPH AT THE BEGINNING OF THIS SECTION: 9-29.6(2) Slip Base Hardware (Kent Special Provisions) Unless otherwise specified on the Street Lighting Plans, street light standards shall not have slip bases. SECTION 9-29.6(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 9-29.6(5) Foundation Hardware (Kent Special Provisions) Breakaway supports for street light standards shall conform to Precisionform Inc. model PFI 200-1A Breakaway Supports, or approved equal. SECTION 9-29.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-29.6(6) Aluminum Light Standards (Kent Special Provisions) Pole shafts shall be constructed of seamless extruded tubes of 6063 aluminum alloy per ASTM B221 and shall be full-length heat treated after welding on the base flange to T-6 temper. The shaft shall be free of longitudinal welds. The pole shaft cap, when required, shall be cast aluminum 443 or 356F aluminum alloy and attached utilizing stainless steel screws. Pole base flanges shall be one piece cast socket of aluminum alloy 356 per ASTM B 26 or 13108. The base flange shall be joined to the pole shaft by means of complete 2023 Road Diets/Holcomb SP - 76 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 circumferential welds; externally at the top of the flange and internally at the bottom of the shaft tube. Single arm members shall be tapered and ellipsized from 6063-T6 aluminum alloy tubing. Arms shall be welded to an extruded mounting plate of 6063-T6 aluminum alloy and attached to the pole shaft by means of four 1/2 inch diameter stainless steel bolts, nuts and washers. A grommeted 1 1/4 inch cable entry (1 inch I.D. rubber grommet) shall be provided in the pole shaft at the arm mounting location. Arms shall have 2 inch N.P.S. slipfitters at least 8 inches in length. 9-29.10 Luminaires SECTION 9-29.10(1) IS REVISED BY REPLACING THE FIRST SENTENCE OF THE FIRST PARAGRAPH WITH THE FOLLOWING: 9-29.10(1) Conventional Roadway Luminaires (Kent Special Provisions) All luminaires shall come equipped for IES type III, medium cutoff light distribution unless otherwise specified on the Street Lighting Plans and/or Traffic Signal Plans when those signals include street lighting luminaires. THE FOLLOWING PARAGRAPHS ARE ADDED TO THE END OF THIS SECTION: The only pre-approved street lighting luminaires for this project are as follows: For LED Equivalent of the 400 Watt HPS Luminaire: ATBM H MVOLT R3 NL P7 For LED Equivalent of the 250 Watt HPS Luminaire: ATBM D MVOLT R3 NL P7 For LED Equivalent of the 200 Watt HPS Luminaire: ATBM C MVOLT R3 NL P7 For LED Equivalent of the 100 Watt HPS Luminaire: ATBS E MVOLT R3 NL P7 For LED Equivalent of the 100 Watt HPS Lumec DSX Luminaire: S56C1-55W32LED4K-R-ACDR-LE3-240-SFX-FNI-GN8TX For LED Equivalent of the 100 Watt HPS King Luminaire: K118R-B2PR-III-60-SSL-1042-120-K18-PEBC-SST-GN-#1 Other street lighting luminaires may be submitted for approval, PROVIDED that they possess the same serviceability characteristics as the pre-approved models, and the submittal is accompanied by photometric calculations showing that they are photometrically equivalent to the approved products. 2023 Road Diets/Holcomb SP - 77 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 9-29.12 Electrical Splice Materials SECTION 9-29.12(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices (Kent Special Provisions) Aerial splices may employ split bolt connectors. Below grade splices and taps shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. They shall employ the following moisture-blocking insulation. ScotchT' 2200/2210 Vinyl Mastic products, followed by an overwrap with a minimum of two half-lapped layers of vinyl plastic electrical tape, and a final layer of consistently-applied ScotchkoteT"' 054007-14853 Electrical Coating. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material (Kent Special Provisions) Induction loop splices shall be made with solderless crimp connectors to securely join the wires both mechanically and electrically. Equipment and methods shall be as recommended by the manufacturer of the splicing materials. Each solderless crimp connector splice shall be wrapped with Scotch T"#06147 Electrical Moisture Sealant, or approved equal. SECTION 9-29.13(5) IS REVISED AS FOLLOWS: 9-29.13(5) Flashing Operations (Kent Special Provisions) ADD THE FOLLOWING TO THE END OF THE FIRST PARAGRAPH: When the cabinet is commanded to Flashing mode, the DC supply voltage shall be removed from all loadswitches. The flash transfer relays shall be de- energized during flashing operations. REPLACE THE LAST SENTENCE IN ITEM 2 WITH THE FOLLOWING: When the flash-automatic switch is changed to the automatic position, the controller shall resume normal automatic operation with the display and timing as it existed before the flash mode was enabled. DELETE THE SECOND SENTENCE IN ITEM 3. DELETE ITEM 4 IN ITS ENTIRETY. 2023 Road Diets/Holcomb SP - 78 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 REVISE ITEM 5 BY DELETING "at the beginning of major street green" IN THE LAST SENTENCE. SECTION 9-29.13(1O)A IS REVISED AS FOLLOWS: 9-29.13(10)A Auxiliary Equipment for NEMA Controllers (Kent Special Provisions) ITEM 2 IS REPLACED WITH THE FOLLOWING: 2. Type P-1 controller cabinets shall include a fully-wired 16-position back panel / load bay. Printed circuit-type load bay design is not acceptable. The load bay shall be of the tilt down style requiring no tools to swing it down; giving access to the back of the load switches and all wiring behind the load bay. The cabinet shall include the following additional components: twelve solid-state load switches that conform to NEMA TS-2 specifications, sixteen 4 channel half width detectors (Eberle Design, Inc Model LMD624H or Reno A+ETM Model Y/2- 200-ss or approved equal), one TS2 Cabinet Power Supply rated at 5Amps (Eberle Design, Inc Model PS250 or approved equal), six TS2 half width Bus Interface Units (Eberlie Design, Inc Model BIU700H or approved equal), One Opticom phase selector (Global Traffic Technologies Model 764 or approved equal), twelve red output jumpers to short pin 1 to pin 3 on the loadswitch sockets and auxiliary accessories to provide a complete and functional traffic signal control system. ITEM 3c. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of twenty AC neutral termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 3f. IS SUPPLEMENTED AT THE END WITH THE FOLLOWING: A minimum of ten earth ground unused termination points shall be available for field wire termination in the lower portion of the cabinet. ITEM 4 IS REPLACED WITH THE FOLLOWING: 4. A police panel located behind the police panel door shall be equipped with a flash-automatic switch. See Section 9-29.13(5) (above) for operational requirements. ITEM 5 IS REPLACED WITH THE FOLLOWING: 5. An auxiliary control panel located inside the controller cabinet with a Flash- Automatic switch, a Controller On-Off switch, and a Stop Time switch. The Flash-Automatic switch shall put the signal on Flash without applying Stop Time. The Stop Time switch shall provide for application of stop time or disabling ALL other stop time inputs. A ground fault interrupter-protected 2023 Road Diets/Holcomb SP - 79 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 double outlet shall also be provided on the panel. The panel shall be side or bottom-hinged. ITEM 6 IS REPLACED WITH THE FOLLOWING: 6. The conflict monitor shall be a Eberle Design Inc. EDI MMU2-16LE(ip), or approved equal. See Section 9-29.13(2) of the Kent Special Provisions for operational requirements. The unit shall monitor conflicting signal indications at the field connection terminals. The unit shall be wired in a manner such that the signal will revert to Flash if the conflict monitor is removed from service and the cabinet door is closed. Supplemental resistor loads, not to exceed 10 watts per monitored circuit, shall be provided to prevent monitor actuation caused by dimming or lamp burnout. Supplemental loads shall be installed on the control side of the field terminals, for the odd numbered phases and overlaps. DELETE ITEM 7 IN ITS ENTIRETY, ITEM 10 IS SUPPLEMENTED WITH THE FOLLOWING PARAGRAPH AT THE END; 10.No more than one wire shall be permitted per crimped terminal lug. All terminals shall be identified in conformance to the cabinet wiring diagram. All equipment input and output functions shall be terminated on terminal blocks for easy access. The cabinet shall contain a spare door indicator switch (normally closed contacts) which will be wired to a terminal block for future use. 2023 Road Diets/Holcomb SP - 80 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. STREET 6-50 Clear Zones 6-51 Clearance of Roadside Obstacles for Utilities on Existing Shoulder Type Road 6-52 Intersection/Driveway Sight Triangle 6-74 Typical Lane Markings 6-75 Thermoplastic Crosswalk Markings 6-76 Thermoplastic Arrows, Stop Bars & Only Legend 6-78 Railroad Warning Pavement Markings 6-79 Typical Pavement Markings 6-81 Left Turn Pocket at End of Two Way Left Turn Lane Layout 6-82a Sign Post Installation Type A 6-82b Sign Post Base Plate Installation Type B 6-82c Sign Post Installation for Signs Greater than 36" (sheet 1 of 2) 6-82d Sign Post Installation for Signs Greater than 36" (sheet 2 of 2) 6-98 Induction Loop Details 6-99 Induction Loop Installation Notes 6-100 Induction Loop Placement 2023 Road Diets/Holcomb A - 1 January 3, 2024 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 C/L C/L C/L 2'MIN. 2' MIN. _I _2'MIN. SIDEWALK SIDEWALK I SIDEWALK I PLANTER STRIP j PLANTER STRIP j PLANTER STRIP j I I I EDGE OF I FACE OF CURB I FACE OF CURB PAVEMENT a I STREET I STREET I I STREET FOG LINE w I TREE TREE II TREE CLEAR ZONE I (TYP) CLEAR ZONE I (TYP) CLEAR ZONE I (TYP) OF 10'(FROM j OF 3'(FROM j OF 10'(FROM j FOG LINE TO I FOG LINE TO I FOG LINE TO FACE OF 10' MIN. FACE OF FACE OF 10'MIN. OBSTACLE) I OBSTACLE) I OBSTACLE) III I I I FIRE HYDRANT I I FIRE HYDRANT I I FIRE HYDRANT I I I o_ I I I W I I I I I I I I I I I I I I I I I I I I I I I I UTILITY POLE(TYP.) a UTILITY POLE(TYP.). UTILITY POLE(TYP.) w I I 3' 6 3'-6" LuAt I j LUMINAIRE I z LUMINAIRE I z I � I I I I CLEAR ZONE CLEAR ZONE CLEAR ZONE BELOW 40 MPH BELOW 40 MPH 40 MPH AND ABOVE WITHOUT CURB WITH CURB WITH OR WITHOUT CURB NOTES: 1. THE AASHTO"ROADSIDE DESIGN GUIDE"AND"A POLICY ON GEOMETRY DESIGN OF HIGHWAYS AND STREETS" SHALL GUIDE ACCEPTABLE CLEAR ZONE DISTANCES. 2. ALL OBSTACLES(SUCH AS FIRE HYDRANTS OR STREET LIGHTS)WITHIN THE CLEAR ZONE FROM THE FACE OF CURB SHALL HAVE BREAKAWAY FEATURES. 3. ALL CLEAR ZONE DISTANCES ARE TO THE SURFACE OF THE OBSTACLE CLOSEST TO THE DRIVING SURFACE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT VFREfAN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WASh � A ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 4005ENGINEERING DEPARTMENT • KENT CLEAR ZONES WASHINGTON 29 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK SIONAL CHECKED COK DATE 2/2020 G O APPROVED ENGINEER J RIGHT-OF-WAY LINE NOT ALLOWED\ NOT ALLOWED ALLOWED SpFt DIRECTION Q, OF Q o=. / EDGE OF TRAVELED WAY Q OUTSIDE OF CURVE POSTED 40 MPH AND OVER LEGEND: PPL(FEET)ON OUTSIDE OF CURVES WITH POSTED SPEED LIMIT OF 40 MPH AND OVER LOC LENGTH OF CURVE(FEET)AT EDGE OF TRAVELED MPH SOR WAY FROM P.C.TO P.T. AT 40 PPL= LOC+220 SOR SAFETY OVERRUN(FEET) BEYOND P.T. AT 45 PPL= LOC+ 255 AT 50 PPL= LOC+290 PPL PROHIBITED POLE LOCATION (FEET)(LOC+SOR) AT 55 PPL= LOC+325 WHERE POLES OR OBSTACLES MUST BE REMOVED OR BARRICADED. APPLIES TO ROADWAY WITH SHOULDER OR MOUNTABLE CURB ON OUTSIDE OF CURVE. WITH: RADIUS LESS THAN 2500',AND POSTED SPEED GREATER THAN OR EQUAL TO 40 M.P.H. RIGHT-OF-WAY EDGE OF TRAVELED WAY L a fo ALLOWED pF C NOTES: 1. THE STANDARDS SHALL APPLY TO EVERY NEW PLACEMENT AND EVERY PLANNED, NON-EMERGENCY REPLACEMENT OF EXISTING POLES AND OTHER O��P�JE UTILITY STRUCTURES WITHIN KENT RIGHT-OF-WAY. N OI���Zp 2. NO POLES MAY BE REPLACED ON THE OUTSIDE OF A CURVE WITH A POSTED SPEED LIMIT OF 40 MPH OR OVER UNLESS APPROVED THROUGH A GENERAL CASE DEVIATION. P/OC: POLE/OBSTACLE CLEARANCE TO 3. SEE SECTION 6.17, "ALL UTILITIES WITHIN CITY NEAREST FACE OF POLE/OBSTACLE. RIGHT-OF-WAY. APPLIES:TO ROADWAY WITH SHOULDER OR MOUNTABLE CURB ON: NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE 1. TANGENT,OR f ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 2. INSIDE OF CURVE,OR ��pF WA,,;Y �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 3. OUTSIDE OF CURVE, EITHER WITH ENGINEERING DEPARTMENT - POSTED SPEED LESS THAN 40 MPH CLEARANCE OF ROADSIDE OR KENT OBSTACLES FOR UTILITIES ON RADIUS GREATER THAN 3500'ON 29 W-HI"°T°" EXISTING SHOULDER TYPE ROAD ROADWAY MEETING ALL CURRENT DESIGNED COK DESIGN STANDARDS. �j� DRAWN COK SCALE NONE STANDARD PLAN 's1ONAL CHECKED COK JDATE 12Z2019 6 5 1 APPROVED ENGINEER POINT A CENTER OF APPROACH LANE a MAJOR STREET DISTANCE(LEFT TURN) �o COL MN A BELOW o� D DISTANCE RIGHT TURN COLUMN B BELOW _ POINT B 41 CENTER OF "'- APPROACH LANE LEFT SIGHT RIGHT SIGHT EDGE OF VEHICULAR TRIANGLE LINE TRIANGLE LINE TRAVELWAY DECISION POINT A CURB LINE,OR OUTSIDE EDGE CENTER OF APPROACH LANE OF TRAVEL OR BIKE LANE(TYP.) HATCH AREA NOTES: C/L CENTER OF MINOR STREET OR DRIVEWAY VEGETATION, BERMS,AND PROJECT FEATURES WITHIN THE SIGHT DISTANCE TRIANGLE SHALL MEET THE FOLLOWING REQUIREMENTS: 1. FOLIAGE AT MATURITY, BERM,AND PROJECT FEATURES IF ANY SHALL NOT EXCEED 30"IN HEIGHT. 2. ALL EXISTING TREES AND OTHER OBSTRUCTION'S WITHIN THE SITE TRIANGLE SHALL BE MIN.8'TO THE LOWEST BRANCH. STOP CONTROL MINOR LEG ONLY EXISTING TREES ONLY. PASSENGER CAR ON A 4 LANE ROADWAY NEW FOLIAGE SHALL WITH CENTER TURN LANE NOT EXCEED 30" - DISTANCE DISTANCE POSTED (LEFT TURN) (RIGHT TURN SPEED LIMIT A AND CROSSING) B 14' MIN. 50 MPH 690 FEET 530 FEET 8'MIN. : FOR LIMBS 45 MPH 625 FEET 480 FEET OVERHANGING 40 MPH 565 FEET 430 FEET 30" MAX. UNLESS OTHERWISE TRAVELED 35 MPH 500 FEET 385 FEET APPROVED ROADWAY 30 MPH 440 FEET 335 FEET 25 MPH 375 FEET 290 FEET ROADWAY, PLANTER PARKING 20 MPH 315 FEET 240 FEET I SIDEWALK LOT, ETC. NOTES: ADJUSTMENTS TO SIGHT DISTANCE SHALL BE PER AASHTO'S"A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS&STREETS." 1. SIGHT DISTANCE FOR VEHICLES MAY BE REDUCED FOR NARROWER ROADWAYS. 2. SIGHT DISTANCE FOR TRUCKS SHALL BE INCREASED WHEN THE HEAVY VEHICLE PERCENTAGE IS OVER 10%. 3. SIGHT DISTANCE FOR APPROACH GRADES LARGER THAN +3%OR-3%SHALL BE ADJUSTED PER AASHTO. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT INTERSECTION/DRIVEWAY 29 WASHINGTON SIGHT TRIANGLE DESIGNED COK — SCALE NONE STANDARD PLAN DRAWN COK SIONAL CHECKED COK IDATE 12A2019 G n APPROVED ENGINEER J L 1 10' 30' TRAFFIC DIRECTION 0 0 0 0 0 0 0 0 0 4"GAP VARIES (300'MAX.) 2.5' TWO WAY LEFT TURN LANE 0 0 0 0 0 0 0 0 0 TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 8"WHITE LINE 0 0 TYPE 2W RPM n 0- TYPE 2YY RPM o 20' _I 4"GAP 4"GAP 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 30' 11' 30' 1' 1, 137 =TYPE o7 �W RPM TYPE 2Y RPM 4"WHITE LINE 4 YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 6' 8' 0 0 0 0 13 TYPE 2W RPM 4"WHITE OR YELLOW LINE 4"GAP 8"WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION 3' 9' 21'(TYP) 18"YELLOW BARRIER 1„ LINE 1 TYPE 2W RPM�B� 80 8"WHITE LINE DROP LANE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED TRAFFIC DIRECTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN �� ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER BARRIER LINE �� ( AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��pF WAghrl�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. NOTE: �� Y CITY OF KENT ENGINEERING DEPARTMENT 1. SEE SECTION 6.12.B FOR PLASTIC c MATERIAL SPECIFICATIONS. • KENT TYPICAL LANE MARKINGS 2. RAISED PAVEMENT MARKERS(RPM'S) d 38296 WAtNINOTON SHALL BE INSTALLED PER WSDOT 9* dGI mTIR� DESIGNED COK SCALE NONE STANDARD PLAN STANDARD SPECIFICATIONS 8-09, NAL � CHECKED COK DATEDRAWN COK 9/2020 9-02.1(8),9-26.2 AND 9-21. cm ENGINEER 6-74 APPROVED r Q 0 24"WHITE THERMOPLASTIC EQUALLY 0 CROSSWALK LINE SPACED(TYP) z z a a 24" w Lu F o 10, uj uj z lz 4'MIN 12" 12"-24"WHITE STOP LINE, TIRE TRACKS(TYP.) WIDTH AS DIRECTED BY THE ENGINEER *TYPICAL 4 LANE ROADWAY CONFIGURATION *NOTES: 1. FOR ROADWAYS WITH MORE OR LESS LANES,THE SAME 4. SEE SECTION 6.123 FOR PLASTIC MATERIAL SPECIFICATIONS. CONFIGURATION APPLIES,CENTER THERMOPLASTIC BARS ON THE LANE LINES,AND IN THE CENTER OF THE TRAVELED 5. THE CROSSWALK WIDTH IS 12'IN DOWNTOWN OVERLAY PORTION OF THE LANE TO MINIMIZE TIRE WEAR ON THE DISTRICT. THERMOPLASTIC. 2. THE CENTERLINE OF THE CROSSWALK SHALL GO FROM THE CENTERLINE OF THE CURB RAMP ON ONE SIDE OF THE STREET TO THE CENTERLINE OF THE CURB RAMP ON THE OTHER SIDE OF THE STREET UNLESS OTHERWISE SHOWN ON THE PLANS. 3. GLASS BEADS(PER WSDOT STANDARD SPECS. SECTION 9-34) SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN � ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREIT AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��pF WAghrl�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. 1.114 � CITY OF KENT y �J ENGINEERING DEPARTMENT c NT THERMOPLASTIC CROSSWALK KE 4 MARKINGS' WAtNINOTON 38296 `!0 'FIB v DESIGNED COK �V I�m� �� DRAWN COK SCALE NONE STANDARD PLAN Ali � CHECKED COK JDATE 9/2020 6-75 ENGINEER APPROVED nn 0 3'-7 zo 5'-9" f� 1' 8" 3'-0" 0 0 0'-6" N j j. 0 0 N ry 0'-6 0'-6" � 0'-6" � NOTES: 1. THERMOPLASTIC TYPE'A'MATERIAL SHALL BE USED,UNLESS 3. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. DIRECTED OTHERWISE BY THE ENGINEER. PLACEMENT PER WSDOT STANDARD SPECIFICATION 8-22,MATERIALS PER WSDOT 9-34. 2. GLASS BEADS(PER WSDOT STANDARD SPECS.SECTION 9-34)SHALL BE ADDED TO ALL THERMOPLASTIC CROSSWALKS AND STOP BARS. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN � ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREIT AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF LENGTH VARIES ��pF WAgh,I KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT c 12"-24"WIDE WHITE STOP BAR, KENT THERMOPLASTIC ARROWS, STOP BARS & ONLY LEGEND WIDTH AS DIRECTED BY THE ENGINEER A WA.HINOTON STOP BAR DETAIL �o 8 �[�4 DESIGNED coK �V I�T� �� DRAWN COK SCALE NONE STANDARD PLAN Ali � CHECKED COK DATE 9/2020 ENGINEER 6-76 APPROVED 6'-7" 3'-3" 3' 3" EDGE LINE LANE LINE OR CDR 1'-,4 -4"(TVp) 0 1�k Y OV N Q +I E- Q� O ~ 0 F- Lu LW K W W 0 NOTES: SEE NOTE 2 o D D 1. RR CROSSING SYMBOL i0 2. 24"WIDE STOP LINE SEE NOTE 1 3. W10-1 ADVANCE WARNING SIGN 4. SEE THE MUTCD PART 8, FOR Go LETTER LAYOUT. a 5. SEE SECTION 6.12.B FOR PLASTIC SEE NOTE 2 MATERIAL SPECIFICATIONS. 0 3111 4 CD �o w 1'-811 Ln m 0 J 0 Z co oz � o U) o SEE NOTE 4 cn 0 o w o Q N _ o H- O Z o z L — 1'-2n V-2" Z o u o o d Q Lu NARROW RR CROSSING SYMBOL DETAILS 0 0 v NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREI AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF pF WAq�,I�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • RAILROAD WARNING KENT WAt NINOTON PAVEMENT MARKINGS SEE NOTE Z 29 DESIGNED COK SCALE NONE STANDARD PLAN RAILROAD-HIGHWAY GRADE CROSSINGS DRAWN COK NARROW PAVEMENT MARKING PLACEMENT DETAIL S, IVAL CHECKED COK DATE 9Z200 ENGINEER 6—7 8 APPROVED FACE OF CURB LINE SPEED H W OR EDGE OF PARKING 30MPH OR LESS 4'-0" 2'-1" 5' 35MPH OR GREATER 6'-0" 3'-2" EDGE OF 8"SOLID WHITE LANE LINE SEE NOTE 2 z H � 6'_0" Lu 0 U LL LL F SEE NOTE 1 4 SEE NOTE 3 o W j -lA PEDESTRIAN SYMBOL DETAIL BIKE LANE LAYOUT I 2'-8" 31-0" I 6'-0" 6'-0 NOTES: 1. PER BIKE RIDER SYMBOL DETAIL. 2. PER ARROW DETAIL ON THIS PLAN. 3. BIKE PAVEMENT MARKINGS SHALL BE PLACED IMMEDIATELY AFTER EVERY INTERSECTION AND AT PERIODIC INTERVALS WITH A MAXIMUM SPACING 31-411 3" OF 600 FEET,CENTERED IN LANE. 6" 4. SEE ROADWAY CROSS SECTION BIKE RIDER SYMBOL DETAIL ARROW DETAIL STANDARD PLANS 6-2 TO 6-13. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN 5. ALL MARKINGS SHALL BE WHITE �T ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER PLASTIC MATERIAL AS SPECIFIED IN ��F�EI AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ACCORDANCE WITH WSDOT 'v o WAgh,I KENT.A COPY MAY BE OBTAINED UPON REQUEST. STANDARD SPECIFICATION 9-34,TYPE ,� , CITY OF KENT D(MMA).CORUNDUM SHALL ALSO BE �� fz ��J ENGINEERING DEPARTMENT ADDED. U Is 6. SIGNING SHALL BE PER THE MUTCD. KENT TYPICAL PAVEMENT MARKINGS W-HINOTON 29 7. SEE SECTION 6.123 FOR PLASTIC W DESIGNED COK SCALE NONE STANDARD PUN MATERIAL SPECIFICATIONS. der DRAWN COK `gIOIVAL CHECKED COK DATE 9/2020 C_7n ENGINEER .7 APPROVED 0 u� w z w J z W J Q W Z Z_ O O .-a NOTE: z SEE STANDARD PLANS 6-73 OR 6-74 FOR LANE MARKING LAYOUT. Lu J O O 0 .Z. J J JLU p[ } F W Z J W my 0 Q z J z J } 0 H NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE F�E�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 0 WA �Ij�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT ^�~ LEFT TURN POCKET KENT AT END OF TWO WAY N O T G N I H WAS � 38296 4' LEFT TURN LANE LAYOUT 0 La1 m��(�1�� DESI NED COK SCALE NONE STANDARD PLAN S�IO,IVAL �1 CHECKED COK DATE 12/2019 G_p APPROVED ENGINEER U O ATTACH SIGNS 30"AND UNDER HEAVY DUTY BUCKLE TYPE 201 WITH 2 DRIVE RIVETS AND BLACK INSULATED WASHERS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS AND BLACK FLARED LEG BRACKETS INSULATED WASHER,SEE NOTE 6 SS 0.030 BAND-IT BRACKET SEE NOTES 9 AND 10 OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2", 0 14 GAGE.ALL HOLES 0 PRE-PUNCHED 0 0 CORNER BOLT, 3" SEE NOTE 6 0 0 FINISHED GRADE X 0 5/16"X 1" SS 0 BOLTS WITH 0 BLACK 0 INSULATED 0 SET FOUNDATION ON WASHERS 0 UNDISTURBED NATIVE SOIL 0 OR COMPACTED MATERIAL 0 SET ANCHOR PLUMB AND 3" L0000 TRUE,SEE NOTE 3 CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT POURED IN PLACE AROUND STANDARD OR SIGNAL POLE ANCHOR WHILE PREVENTING G CONCRETE FROM ENTERING 6" I THE ANCHOR 4 M~IN. �I NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE,OR 5. DRIVE RIVETS TO BE TL3806 3/8"DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE TL070M.JAMNUTS TL062 AND 3/8" 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8" DIAMETER GALVANIZED WASHER WITH BLACK INSULATED WASHER. HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO SIGN DETAILS. 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B(SEE DETAIL 6-82b)MAY BE USED; ONLY IF APPROVED BY THE CITY 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE OF KENT.ANCHOR SHALL HAVE 4 EACH 7/16"DIAMETER MAINTAINED BY THE PROPERTY OWNERS. HOLES ONE EACH SIDE 2"FROM TOP. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 9. ALUMINUM SIGN BLANK THICKNESS; GRADE B,7 GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR WARNING AND REGULATORY 30"AND UNDER-0.080". APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM A1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120 SCHOOL SIGNS-3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE LEGENDS,SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16"DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN DUPLICATE.ELECTRONIC�V F RE'y AN A PPROVED FOR PUB ICATIION IS KEPT ION FIE AT THE HE CITY OF OF WA �� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT SIGN POST INSTALLATION 4 W.,„,„,r.. TYPE A 38296 T � DESIGNED COK tm CALE NONE STANDARD PLAN NAL � CHECKED COK TE 7/2020 APPROVED ENGINEER 6—`r 2 a 1" 3/4" DIAMETER HOLES 7x7"xl/4"STEEL BOTTOM PLATE (ASTM A240 SS GRADE 33) 2� PRE-GALVANIZED LOW CARBON 12 GA (ASTM A653 GRADE 33) PERFORATED SQUARE TUBING CENTERED ON BASE PLATE O O PLAN 7/16"ON 1"CENTER DIA. HOLES PRE-GALVANIZED LOW CARBON 12 GA (ASTM A653 GRADE 33) PERFORATED SQUARE O TUBING CENTERED ON BASE PLATE O 00 O O WELD ALL AROUND O O 7"x7"xl/4"STEEL BOTTOM PLATE (ASTM A240 SS GRADE 33) 1/2"x5 1/2"SS WEDGE ANCHORS, SS WASHERS AND NUTS BASE PLATE ELEVATION NOTES: 1. CITY OF KENT APPROVAL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT REQUIRED PRIOR TO USING BASE AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE PLATE. ��F�E� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 2. SEE STANDARD PLAN 6-82a FOR ���F WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. SIGN POST AND SIGN NOTES AND � �o�� CITY OF KENT DETAILS. ENGINEERING DEPARTMENT SIGN POST BASE PLATE KENT INSTALLATION 29 WA!"'MGTON TYPE B DESIGNED COK - SCALE NONE STANDARD PLAN DRAWN COK SIONAL CHECKED COK DATE 12A2019 G p APPROVED ENGINEER V v TRAFFIC FLOW o 0 0 � 0 2-1/2"-12 GAGE 0 SIGN POST 0 SLIP PLATE DETAIL 0 0 SIGN POST SUPPORT 0 UPPER SLIP PLATE FLANGED SHOULDER BOLT,TYP. KEEPER PLATE ISOMETRIC VIEW o LOWER SLIP PLATE LOWER SLIP PLATE STUB (LOWER SIGN POST ASSEMBLY NOTES: SUPPORT NOT SHOWN) 1. DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE CONNECTIONS ARE INTENTIONALLY NOT SHOWN. BASE CONNECTIONS ARE PATENTED,MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA.THE BASE CONNECTION DETAILS ARE SHOWN ON THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED. FLANGED SHOULDER SLIP PLATE BOLTS 2. DO NOT TIGHTEN ANY SINGLE SLIP PLATE BOLT TO THE BOLT,TYP. (SEE ASSEMBLY NOTE 2 FOR RECOMMENDED TORQUE BEFORE PRETIGHTENING THE OTHER TORQUE REQUIREMENTS) BOLTS. PROGRESSIVELY TIGHTEN THE THREE SLIP PLATE EXPLODED VIEW BOLTS IN 10 FT-LB INCREMENTS,ALTERNATELY,TO A FINAL SLIP BASE ASSEMBLY TORQUE OF 40 FT-LBS ON EACH. 3. SLIP BASE ASSEMBLY AND ALL OTHER MATERIALS SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION SECTIONS 9-06 AND 9-28. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN �T ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREI AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��pF WAghrl�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT SIGN POST INSTALLATION KENT FOR SIGNS GREATER THAN 36" 29 W-1-TON SHEET 1 OF 2 DESIGNED COK SCALE NONE STANDARD PLAN v�y DRAWN COK `gIOIVAIj � CHECKED 7775K DATE 9/2020 APPROVED C_p n C ENGINEER V O L ALUMINUM POST CLIP,TYP. 5'-0" MAX o WIND BEAM ALUMINUM ANGLE,TYP. N 8 A A SIGN POST SIGN PANEL SIGN PANEL 3/8"DIAMETER x 4"-1/2" LONG HEX HEAD BOLT WITH WASHER&NUT,TYP. BOTTOM ~ x OF SIGN w SECTION A-A x 0 z a o SIGN POST 2-1/2"SQUARE, FINISHED ^ 12-GAGE STEEL TUBE GROUND LINE SLIP PLATE 12-GAGE 2-1/4"INSERT EDGE OF ASSEMBLY TOP OF LOWER SLIP PLATE TRAVELED WAY TOP OF CONCRETE FOUNDATION SHALL BE SMOOTH,DENSE,AND V� M UNIFORM TO FINISHED j A GROUND LINE / �x LOWER SIGN POST SUPPORT 3"SQUARE, 18" DIA. 7 GAGE STEEL TUBE COMMERCIAL CONCRETE ELEVATION NOTES: 1. FIELD DRILL POSTS TO ACCEPT ANGLE AND COLD GALVANIZED HOLES. WINDLOAD FOR SQUARE TUBE POSTS AT 90 MPH 2. MATERIALS SHALL MEET THE REQUIREMENTS OF POSTS MAXIMUM XYZ WSDOT STANDARD SPECIFICATION SECTION 9-28. 1-POST 2-POST 3-POST 3. SLIP BASE ASSEMBLY AND ALL OTHER MATERIALS 2 1/2" PSST 12-GAGE 172 344 * 516* SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION SECTIONS 9-06 AND 2 1/2" PSST with 2 1/4"insert 12-GAGE 1 309* 618* 927* 9-28• WHEN A 2 1/4"INSERT IS USED,THE INSERT SHALL BE A MINIMUM OF 7 FEET. *4. SEE WSDOT STANDARD PLAN J-40.35 FOR SLIP BASE REQUIRED(UNLESS BEHIND BARRIER) INSTALLATIONS WITH ELECTRICAL DEVICES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN � ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FREIT AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��pF WAghrl�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT SIGN POST INSTALLATION KENT FOR SIGNS GREATER THAN 36" 29 W-HINOTON SHEET 2 OF 2 DESIGNED COK SCALE NONE STANDARD PLAN v�y DRAWN COK `gIOIVAIj CHECKED 7775K DATE 9/2020 APPROVED �_p n r ENGINEER O L U WEARING COURSE(TYPICAL STOP BAR FOR SECTIONS A,B&C) CENTER OF LANE OB LOOP SERIES #14 TWISTED PAIR WIRE TYPE NUMBER IMSA 51-3, 3 TWISTS PER FOOT TO CONTROLLER B 0.25"MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS C SECTION A-A WHERE APPLICABLE B C 2C(S) LEAD-IN CABLE IMSA 50-2 *AF *AS S B LOOP SPLICE M LOOP SERIES w (TYPICAL) NUMBER- A A A o 0 Ln C *BF o u S=START CONDUIT STUBOUT, a - *BS F=FINISH 0.50"MINIMUM WIDTH SAWCUT SEE STANDARD PLAN 6-99 U- 0 *=LOOP NUMBER SECTION B-B 0 Lu JUNCTION BOX NOTE: NO BACKER RODS ALLOWED. M STOP BAR LOOP WINDING DETAIL 0.50"MINIMUM WIDTH SAWCUT TO ADDITIONAL LOOPS SECTION C-C WHERE APPLICABLE JUNCTION BOX (ASSUMING TWO LANES OF LOOPS) C *F CENTER OF LANE SCOTCH 06147 ELECTRICAL B C *S MOISTURE SEALANT TAPE 2C(T LEAD-IN s, B CABLE IMSA 50-2 � -TO A CONTROLLER A S=START SIDE VIEW END VIEW F=FINISH #14 TWISTED PAIR WIRE TYPE *=LOOP NUMBER SOLDERLESS,CRIMPED, NOTE: CUT IMSA 51-3, 3 TWISTS PER FOOT DRAIN WIRE NON-INSULATED BUTT SPLICE SINGLE LOOP WINDING DETAIL LOOP SPLICE DETAIL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER NOTES: �� �E� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 1. SEE KENT STANDARD PLAN 6-99 FOR ��OF WASh'I KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDUIT STUBOUT DETAIL AND �� CITY OF KENT INDUCTION LOOP INSTALLATION `@� Z ENGINEERING DEPARTMENT NOTES. IT INDUCTION LOOP 2. SEE KENT STANDARD PLAN 6-100 FOR 29 4 KERN DETAILS INDUCTION LOOP PLACEMENT DETAIL. DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK sIOIVAL CHECKED COK IDATE 9/2020 6_9 ENGINEER APPROVED LOOP STUB-OUT SLEEVE (1/4"TO 1/2"BELOW TOP OF ASPHALT) EDGE OF PAVED SHOULDER(SHOWN)OR EDGE OF EXTRUDED 6" LOOP LEAD SAWCUT CURB OR EDGE OF GUTTER PAN OR EDGE OF TRAFFIC BARRIER MATCH EXISTING 2 5/8" MIN. FULL DEPTH STANDARD JUNCTION BOX ING MATERIAL N 3" MAX. PAV LOOP LEAD WIRES SAWCUT VLOOP LEAD WIRES TWISTED PAIR SAND TWISTED PAIR SPLICE �/ `14 o o a Q � �0 p _ EXISTING LEAD COS) ce ? SOFT o00 `O PAVEMENT CABLE j f Z) cn 0 00 �o z > oD POCKET o a 0 3/4"ABOVE BOTTOM OF GRAVEL PAD %D U- PAVEMENT CONDUIT END 0 o�°Oo o a BELL BUSHING,SEAL o N WITH DUCT SEAL CONDUIT LEAD SCH 80 CONDUIT CONDUIT TO CABINET OR TO LOOP TO JUNCTION C CONTROLLED LLED DENSITY FILL 50'MAXIMUM DISTANCE SEE STUB-OUT CONDUIT PLACEMENT DETAILS INDUCTION LOOP INSTALLATION NOTES: 1. CONDUIT USED FOR STUB-OUTS SHALL BE SCHEDULE 80 PVC 8. SEE STANDARD PLAN 6-98 FOR INDUCTION LOOP DETAILS AND CONDUIT,MINIMUM SIZE 2 INCHES. STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT. 2. ALL LOOPS SHALL BE WOUND WITH THREE TURNS OF NO. 14 AWG 9. WHEN SAWCUTTING LEAD SLOT IN THE ROADWAY,CONTINUE THE STRANDED COPPER WIRE,CLASS B,WITH CHEMICALLY CROSS SAW CUT APPROXIMATELY ONE INCH BEYOND THE SEAM WITH THE LINKED POLYETHYLENE TYPE USE INSULATION OF CODE CONCRETE GUTTER A DEPTH OF APPROXIMATELY ONE INCH TO THICKNESS. PERMANENTLY MARK THE LOCATION OF THE STUBOUT. IF NO GUTTER IS PRESENT,CONTACT THE ENGINEER FOR AN 3. BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOP ALTERNATIVE METHOD OF MARKING THE STUBOUT LOCATION. INSTALLATIONS. 10. ALL LOOP LEADS RETURNING TO JUNCTION BOX SHALL BE PLACED 4. LEAD WIRES: FOUR PAIR MAXIMUM PER SAWCUT. A MINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS OR VALVE BOXES EXCEPT TERMINATING HANDHOLES OR JUNCTION 5. EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT BOXES. DEPTH AROUND CORNERS. 11. SEE DETAIL 6-98 FOR SPLICE METHOD. EPDXY SPLICE KITS ARE 6. LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW NOT ALLOWED. PAVEMENT IS INSTALLED. 7. ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS SHOWING LOOP NUMBER AND S(START)OR F(FINISH). NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �j�F�E�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WA �Ij�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT ^�~ ~ s INDUCTION LOOP KENT� W.s�,"oro� INSTALLATION NOTES, 29 DESIGNED WOK SCALE NONE STANDARD PLAN DRAWN COK NAL CHECKED COK DATE 12A2019 6_9 9 APPROVED ENGINEER LOOP PLACEMENT POSTED STOP BAR LEFT TURN LANE THROUGH LANE THROUGH LANE SPEED LIMIT LOOP ADVANCE LOOP MID LOOP ADVANCE LOOP (SINGLE) (SINGLE) (SINGLE) 25 MPH 4 FT. 104 FT. (NONE) 144 FT. 30 MPH 4 FT. 104 FT. (NONE) 164 FT. 35 MPH 4 FT. 104 FT. 209 FT. 274 FT. 40 MPH 4 FT. 104 FT. 239 FT. 309 FT. 45 MPH 4 FT. 104 FT. 274 FT. 354 FT. 50 MPH 4 FT. 104 FT. 304 FT. 394 FT. SD6 SD5 NOTES: 223 213 N1 N2 O O O O 1. THE DISTANCES SHOWN IN THIS TABLE ARE MEASURED FROM THE NEAR EDGE OF THE STOP 222 212 BAR TO THE CENTER OF THE INDUCTION LOOP. O O 5PC 512 2. LOOP DISTANCES MAY BE ADJUSTED f2 FEET TO O AVOID METAL CASTINGS. B 221 211 511 A O 0 3. THE DISTANCE BETWEEN "A"LOOPS AND"B' LOOPS SHALL BE 16 FEET CENTER-TO-CENTER. O O O A B W20 SR WR 421 0422 0 423 SD8 413 W 10 00411 0412 D SD7 312712 3PC 0 31100 00711 0 7PC 813 S 3 0 812 0 81100 O E1 823 SD4 0 822 0 82199 ER o NoR O E2 B A O O A O O B 111 611 621 1102 IPC O O 612 622 O O O O S2 S1 613 623 SDI SD2 LOOP IDENTIFICATION SCHEMATIC(TYPICAL) NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT 4005ENGINEERING DEPARTMENT • KENT INDUCTION LOOP PLACEMENT W-HiNGTON 29 DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK SIONAL CHECKED COK DATE 12A2019 G_q o 0 APPROVED ENGINEER v 1 WSDOT STANDARD PLANS ROADWAY DELINEATION M-20.10-04 Longitudinal Marking Patterns M-20.20-02 Profiled and Embossed Plastic Lines M-24.60-04 Symbol Markings Miscellaneous (2 sheets) 2023 Road Diets/Holcomb A-2 January 3, 2024 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 3' 9' 3' 3' 9' 3' DOTTED LANE LINE WHITE WIDE DOTTED LANE LINE 6 6' 6' 2' 2' YELLOW OR WHITE— SEE NOTE 1 WHITE DOTTED EXTENSION LINE WIDE DOTTED EXTENSION LINE ROUNDABOUT SPECIFIC LINES S 2' 3 s' 3' 6' 7--::] h WHITE YELLOW OR WHITE WIDE DOTTED ENTRY LINE STRONG LANE LINE —SEE NOTE t OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS �S, GISTS S,10NAL 8�G Aug 1,2022 LONGITUDINAL a' 4' MARKING PATTERNS STANDARD PLAN M-20.10.04 SHEET 2 OF 4 SHEETS B APPROVED FOR PUBLICATION —r 4-ww Aug 2,2022 MITE rvErvcwEEa WIDE DOTTED CIRCULATING LANE LINE VAq- eogS1m-E3�°`m��`& `P-'� l\ GENERAL NOTE See Standard Plan M-20.10 for pattern and color requirements. � 4" 4" 23" 4" 11" 4" 13' 4" 3L 3L J TOP VIEW J TOP VIEW PERSPECTIVE VIEW � 4 SIDE VIEW SIDE VIEW PROFILED PLASTIC FOR: CENTERLINE&LANE LINE-W=4" PROFILED PLASTIC FOR: NO-PASS LINE-W=4" (BFOKLN LINL) NO-PASS LINE&TWO-WAY LEFT-TURN CENTERLINE-W=4" (SOLID LINE) TWO-WAY LEFT-TURN CENTERLINE-W=4" REVERSIBLE LANE LINE-W=4" DOUBLE CENTERLINE&DOUBLE LANE LINE-W=4" WIDE BROKEN LANE LINE-W=8" /`1 EDGE LINE&SOLID LANE LINE-W=4" t""r"J WIDE LANE LINE&WIDE LINE-W=8" DOUBLE WIDE LANE LINE-W=8" 2'-0" 3'-0" BARRIER CENTERLINE-W=21" 4" 4" 21" 4" 4" I I i 100 TO III MIL1 eI 3 1/2" 1 j 160 MILS MIN. 16 T030 MILS J J 90 MILS MIN. TOP ����--VIEW \\\ TOP VIEW TOP VIEW A g 600 MILS MIN. DETAIL OB W SIDE VIEW SIDE VIEW SIDE VIEW (W-1/2") DETAIL OA CENTERLINE&LANE LINE DOTTED LANE LINE-W=4" N S LINE&TWO-WAY LEFT-TURN CENTERLINE DOTTED EXTENSION LINE WIDE DOTTED LANE LINE-W=8" / 800 MILS MIN. EMBOSSED PLASTIC FOR: REVERSIBLE LANE LINE (SOLID OR BROKEN LINE) DOUBLE CENTERLINE&DOUBLE LANE LINE PROFILED PLASTIC EDGE LINE&SOLID LANE LINE (BROKEN LINE) SECTION O7 S<'d 23" p.Y 1" 1 1" 1 0"TO 2" 1 4" 0"TO 2" 1., 1 1" 1 e 1" 1 0"TO 2" 4" _ I I I I I I I i i i i i POD dB sslo �O 4� c� fg Qf NAL G1} S 6� i A 116 Brian IO i Apr 1620752:27 PM NOT TO SCALE ITOP VIEW 500 MILS MIN. 500 MILS MIN. PROFILED AND EMBOSSED i 160 MILS MIN. 1/4" 1/4" 160 MILS MIN. 1/4' 1/4" PLASTIC LINES w 16T030MILS 1 100T ,6T030MILS 1 STANDARD PLAN M-20.20-02 SHEET 1 OF 1 SHEET O U APPROVED FOR PUBLICATION SIDE VIEW S� Apr 20 2015 10:07 AM 2015 10:07 AM PROFILED EMBOSSED PLASTIC FOR: CENTERLINE&LANE LINE REVERSIBLE LANE LINE snreoesl�xwxiry o (SOLID OR BROKEN LINE) NO-PASS LINE DOUBLE CENTERLINE&DOUBLE LANE LINE T W-N.ero.—o.p.mm.m.rr�n:p.n.e.. TWO-WAY LEFT-TURN CENTERLINE EDGE LINE&SOLID LANE LINE �' p 1'-8"^UNLES U OTHERN S NO NOTE ASE IN CONTRACT CENTERLINE OF JUNCTION BOX, 1. If Rumble Strips ere present, PULL BOX,OR CABLE VAULT ih install marldng maleStrip.outside of a EDGE LINE EDGE LINE CENTERLINE OF K 'IF CROSS CULVERT 0 ��,i EDGE LINE Y p/ d K-� PAVED w \ SHOULDER ANGLE OF y p�JUNCTION BOX, CROSS CULVERT PULL BOX,OR CABLE VAULT PAVED 5'-0" SHOULDER MARKING AREA=0.58 SOFT. PAVED SHOULDER CROSS CULVERT MARKING AREA=11.73 SOFT. MARKING AREA=0 56 SO.FT. STOP LINE HALF-MILE MARKER JUNCTION BOX,PULL BOX, DRAINAGE MARKING OR CABLE VAULT MARKINGS of EDGE LINE J 1_0 -I EDGE LINE A oe•Asyy OR 5� W W b per'100 DNAL ,1,B fi Juv 24 0142:35 PM SYMBOL MARKINGS PAVED PAVED MISCELLANEOUS SHOULDER SHOULDER WHITE OR YELLOW-SEE CONTRACT MARKING AREA=6.00 SOFT. MARKING AREA=1.05 SOFT. STANDARD PLAN M-24.60-04 CHEVRON OR DIAGONAL FULL MILE MARKER DRAINAGE STRUCTURE INLET SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION CROSSHATCH MARKING AERIAL SURVEILLANCE MARKERS DRAINAGE MARKING za wleea1 PI W=8"(Ifs FOR POSTED SPEED LIMIT OF 40 MPH OR LOWER W=12"(Irk FOR POSTED SPEED LIMIT OF 45 MPH OR HIGHER T Wmhlrgnn san Mpemmm m TmmpeneNm ; oSYMBOL MARKING A B C D USE MARKING AREA U e TYPE 8'-0"12'-8.13'-0" WA LESS THAN 45 MPH 25.00 SOFT. 3" h gEL YIELD AHEAD SYMBOL TYPE2 8'-T 3'-0"20'-0" N/A 45 MPH OR GREATER 36.54 SQ.FT. DY TYPE T 1'-0° 8" 1'-8" 8" LESS THAN 45 MPH 0.75 SQ.FT. 3 0" YIELD LINE SYMBOL TYPE 2 2'-0" 1'-0- 3'-0" 1'-0" 45 MPH OR GREATER 3A0 Sp.FT. 2'-0+ TYPE2 2'-cr 11,-a" 3•-O' 1'-B' ROUNDABOUT ENTRY 0 GRID IS 4"(IN)SQUARE MARKING AREA=1.41 SQ.FT. *MINIMUM OF 41N LANE ACCESS PARKING SPACE SYMBOL (MINIMUM) c m o g C U qa L B SYMBOL 3'-0" r'.a 1.0 BLANE YIELD LINE SYMBOL GRID IS 4"(IN)SQUARE MARKING AREA-3.09 SQ.FT 8, G, (MULTIPLE SYMBOLS REQUIRED ACCESS PARKING SPACE SYMBOL FOR TRANSVERSE YIELD LINE- SEE CONTRACT) (STANDARD) MARKING AREA 12.08 SOFT. SPEED BUMP SYMBOL e° C RYPI I a.w ' q`F��oe w.uy9�sy I 4.• e O _ as a p � 90 q 3s�o3 o Q�� G m u F 'nd Bo18TeY-o �� 'fONAL Q�G 2 wal4 Bean ., GGh.'LL a..a zal4 z:no PM >o SYMBOL MARKINGS MISCELLANEOUS r-z" 3•-D•• r-z" 1D•• z-D° iv MISCELLANEOUS PLAN M-24.60.04 3•-B" SHEET 2 OF 2 SHEETS TOTAL MARKING AREA 28.44 SQ.FT. TOTAL MARKING AREA 13.44 SQ.FT. APPROVED FORIPUBLICATION WHITE=B.76 SQ.FT. BLUE=18.89 SQ.FT. WHITE=4.82 SQ.FT. BLUE=8.62 SQ.FT. YIELD AHEAD SYMBOLp pla'a e�pN ACCESS PARKING SPACE SYMBOL(STANDARD) ACCESS PARKING SPACE SYMBOL(MINIMUM) ^•^r^+r WITH BLUE BACKGROUND AND WHITE BORDER PATH BLUE BACKGROUND AND WHITE BORDER T w..M Na.o.P.m..mmr�n.PeMex.. (REQUIRED FOR CEMENT CONCRETE SURFACES) (REQUIRED FOR CEMENT CONCRETE SURFACES) �// TRAFFIC CONTROL PLANS 2023 Road Diets/Holcomb A - 3 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS S EXPRESSWAYS 55/]0 MPH 1wa. LANE Posted Speed(mph) SPACING FEET KENT1 WA N RURAL HIGHWAYS 60155 MPH No. V4DTH MPH TAPER TANGENT RURAL ROADS 45/55 MPH 507x 0-0 25 30 35 40 45 50 55 60 65 TO Sp55 10 TO 20 SO V1 E RURAL ROADS S URBAN ARTERIALS 35 140 MPH 35at 10 105 150 WS 2T0 450 SOD 550 - 35/45 10 TO 20 60 RURAL ROADS a URBAN ARTERIALS 25 130 MPH 30a3(2) 11 115 165 225 295 495 SW 605 660 _ 25/30 10 TO 20 40 RESIDENTAL a BUSINESS DISTRICTS S URBAN STREETS 25 MPH OR LESS IOat(2) 12 125 10D 245 320 540 600 660 ]20 T80 840 NOT TO SCALE (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND (2)THIS SPACING MAY BE REDUCED IN UPS Work on Arterial Streets occurring on weekdays shall ROADWAY CONDITIONS. not occur outside the hours of 9:00 A.M.to 3:00 P.M. LEGEND MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE o wORN AREA wzal REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH --SIGREFL.CONE H NGN LOCATION SD9TINGTRAFFROWS wza]b arµ r!f �- FII SEOUENTIALARROWBOARD ®TYPE7 BARRICADE wtdroaev W20.Ta L SIGNAL SHALL FLASH RED-ALL DIRECTIONS. V DURING HOURS OF DARKNESS,4 LAKEFLAG T R STATIONS SHALL BE ONLYUPOSHALLCOUNTERMANDSIGNAL. ILLUMINATEDwITxgurc4uslxccuRETDTxETRAv6uxcPueuc /QQ (REQUIRES LAW ENFORCEMENT OFFICER) USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAG 296-155.305 SECTION INC) UPO SHALL CONTROL ALL TRAFFIC / MOVEMENTS WITHIN INTERSECTION. POSTED / SPEED LIMIT m TAPER=U2 35 EXISTING TRAFFIC CURB wzo-]a wzam Wt-0L W20.5 W20-1 SOUT 1260TH STREET \ �o _ Wr DRwr o9wr DRWY ORWV DRWY -__ e DR 2e REFL. WY DR DR W WY DONE DRWY wzal wzD-]n WZD-Ta EXISTING TRAFFIC CURB SHALL MAINTAIN 11' ADVANCE WARNING SIGNS / MIN LANE WIDTH(TYP.) SPACED G(X)OR AS PER / SITE CONDITIONS. REFER TO SIGN SPACING CHART. (TYPICAL) GENERAL NOTES: CONTRACTOR 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. SUPERVISOR PROJECT wzo-]a 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND HSIP Road Diet 21-3003 GATES(OPTIONAL). PHONE NUMBER(office) PROJECT LOCATION 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD Kent,WA J�rf W20-7b CONDITIONS. PHONE NUMBER(fax) SHEET NUMBER 0HN j J f 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. KENT.01 S.ALL SIGNS MIN.48"A 48"UNLESS OTHERWISE SPECIFIED.ux.o wzal 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1)PREPARED BY PHONEq for spacing distances). Karla Ivlitts 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE DATE INTERSECTIONS AND/OR DRIVEWAYS. 10/12/2023 TABLE 0) TRAFFIC CONTROL PLAN SIGN SPACING -X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS 8 EXPRESSWAYS 55170 MPH 1500't SPACING FEE KENT,WA N LANE Posted Speed(mph) RURAL HIGHWAYS 60 165 MPH BDO'3 WIDTH MPH TAPER TANGENT RURAL ROADS 45 155 MPH 500't (ke0 25 �J320 50 55 60 65 TO 50/65 10 TO 20 BO W E RURAL ROADS 8 URBAN ARTERIAL& 35/40 MPH 350t 10 115 500 550 35/45 10 TO 20 60 RURAL ROADS S URBAN ARTERIALS 25/W MPH 2O0t(2) ii 1t5 550 G 5 aso - - 25/30 10 TO 20 40 RESIDENTAL 4 BUSINESS DISTRICTS S URBAN STREETS 25 MPH OR LESS t0O3(2) 12 125 �180600 660 720 780 840 NOT TO SCALE (1)ALL SPACING MAY RAMPS,AT-GRADE INTERSECTIONS ANDAD1USTE0 TO Work INTERCHANGE ?) Arterial Streets occurring weekdays shall THIS SPACING MAY BE REDUCED IN UPS n ROADWAY CONDITIONS. not occur A.M.r outside the hours of 9:00 A to 3:00 P.M. LEGEND MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE o WORK AREA W20-1 REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH -•?8'REEL.CONE 3" M SIGN LOCATION EXISTINGTMFFICFLOW W201b , rJrr rrr �` F¢BEOUENTIAL ARROWBOARD ®7YPE38ARRICADE W2a7 v V DURING HOURS OF DARKNESS,FLAGGE0.STATIONS SHALL BE SIGNAL SHALL FLASH RED-ALL DIRECTIONS. ILLUMINATED WITHOUT LIGHT TOWEING R ARE TOAPP APPROVED ALTERNATIVE. PUBLIC IVE. USING PORTABLE C 296 TOWER OR APPROVED ALTERNATIVE. Q. ONLY UPO SHALL COUNTERMAND SIGNAL. wnczeulss-3Ds s6CTlDx 9(c) (REQUIRES LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC POSTED MOVEMENTS WITHIN INTERSECTION. SPEED LIMIT 35 TAPER=L EXISTING TRAFFIC CURB W2 7a wzam wz0a wzD-1 SOUTH 260TH STREET \� s rNv awa ..�, 28"REEL CONE emv „&, 4xLn RWY DRWT DRWY DRWY DRWY Wm — -- //////////////// DR DRWT DRWY DRWY RWYw"' EXISTING TRAFFIC CURB W20-1 W2a71, W20.r, TAPER=U2 ADVANCE WARNING SIGNS SPACED W(X)OR AS PER / SITE CONDITIONS. REFER TO SIGN SPACING CHART. (TYPICAL) GENERAL NOTES: CONTRACTOR SUPERVISOR PROJECT wz0-7a 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO. HSIP Road Diet 21-3003 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND PHONE NUMBER(.Nice) PROJECT LOCATION DATES(OPTIONAL). Kent,WA J J 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD SHEET NUMBER J r r r W20-7b CONDITIONS. PHONE NUMBER(fax) r 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. KENT.02 �1?° sW 5.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. PREPARED BY PHONE# 0-1 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) Karla Mitts at for spacing distances). ATE D 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE 10/12/2023 �°'"^' INTERSECTIONS AND/OR DRIVEWAYS. TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING -X MINIMUM LANE CLOSURE TAPER LENGTH L(feet) CHANNELIZATION DEVICE FREEWAYS 8 IXPRESSWAY3 55 170 MPH 15003 SPACING FEE KENT,WA N LANE Posted Speed(mph) RURAL HIGHWAYS fi0/65 MPH BOPS W10TH MPH TAPER TANGENT RURAL ROADS 45 155 MPH 5003 (`eery 25 �SD 35 40 45 50 55 60 65 ]0 50165 10 TO 20 80 W E RURAL ROADS 8 URBAN ARTERIALS 35/40 MPH 350'3 10 t05 205 270 450 500 550 - 35145 10 TO 20 60 RURAL ROADS a URBAN ARTERIALS 25/30 MPH ZOdi(2) 11 115 225 295 495 550 W5 660 _ _ 25I30 10 TO 20 40 RESIDENTAL A BUSINESS DISTRICTS S URBAN STREETS 25 MPH OR LESS 10G3(2) 12 125 245 320 540 600 660 ]20 TBO 840 NOT TO SCALE (1)ALL SPACING MAY BE E IADJUSTEDTI TO ONS AND ACCOMMODATE INTERCHANGE RAMPS, Work on Arterial Streets occurring on weekdays shall (2)THIS SPACING MAY BE REDUCED IN URB not occur outside the hours o19:00 A.M.to 3:00 P.M. ROAownv c0 TIONS. MANDATORY LEGEND DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE o �� WnO, sao REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH --2a"REFL CONE H SIGN LOCATION —IXISTINGTMFFIC FLOW W20.7 ®SEQUENTIAL ARROWBOARO SIGNAL ®TYPE38ARRICAOE � W20-Ta ONLY SHALL OSHALLASH COUNTE ALL COUNTERMAND SIGNAL. DIRECTIONS. DURING UMINATEDURS WITOUT CAUSING GLARFLAGE TO THE TIONS RVELING PUBLIC 11 ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC ONLY UPO SHALL COUNTERMAND SIGNAL. uslxc PORTABLE ucxT TOWER DR APPROVED ALTERNATIVE. ae (REQUIRES LAW ENFORCEMENT OFFICER) WAC 296-155-305 SECTION BIC) UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. POSTED SPEED LIMIT EXISTING TRAFFIC CURB TAPER=L f TAPER W20-76 W14R .y i wza-s wzD.1 A l Fa,P:"Ea 28°REFL CONE _ DRWY, 1 _ DRWY 28•REFL.0ONE DRWT •DRwY DRw n/nnnu/nnr; DRWY DRWY DRWY' DRWY Rom" SOUTH 260TH STREET W2on wF.o W4-21_ wz0-7D /J/ TAPER=U2 W2 D.5R wzD-T. TAPER=L t SHALL MAINTAIN 11' EXISTING TRAFFIC CURB MIN LANE WIDTH(TYP.) ADVANCE WARNING SIGNS / SPACED @(X)OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. (TYPICAL) GENERAL NOTES: CONTRACTOR SUPERVISOR PROJECT Is SUPERVISOR 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. HSIP Road Diet 21-3003 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND PHONE NUMBER(office) PROJECT LOCATION DATES(OPTIONAL). Kent,WA r °W2D-76 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS 70 FIT ROAD f f PHONE NUMBER(fax) SHEET NUMBER f f J CONDITIONS. �oxN f f 4.ALL SIGNS MIN.49" 48"OPT UNLESS O HER WORK TRUCK. KENT.03 5.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. PREPARED BY PHONE# _ 0-1 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) Karla Mitts for spacing distances). DATE 7.ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE t0/12/2023 INTERSECTIONS AND/OR DRIVEWAYS. TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH-L(feet) FREEWAYS&EXPRESSWAYS 55/70 MPH 15000x CHANNELIZATION DEVICE KENT,WA N I( Posted Speed(Mph) SPACING FEET RURAL HIGHWAYS 60/65 MPH 800'z YMOTH MPH TAPER TANGENT RURAL ROADS 45/55 MPH 50Dz (feet) 25 30 35 40 45 50 55 60 65 TD 50/65 10 TO 20 60 RURAL ROADS&URBAN ARTERIALS 35/40 MPH 35Dz - - W E t0 105 150 205 2T0 450 500 550 35/45 10 TO 20 60 RURAL ROADS&URBAN ARTERIALS 25 130 MPH 2O0z(2) 11 115 165 225 295 495 150 605 6W - - 25/30 10 TO 20 1 40 RESIDENTAL&BUSINESS DISTRICTS S URBAN STREETS 25 MPH OR LESS 100z(2) 12 125 180 245 320 540 600 660 720 TBO 840 NOT TO SCALE (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS. GRADE INTERSECTIONS AND (2)THIS.SPACING MAY BE REDUCED IN UPS ROADWAY CONDITIONS. LEGEND //��x� W20-1 ('+'+ }({ ma-1 �' Work on Arterial Streets occurring on weekdays shall o WORK AREAan. secre --28"REFL CONE Q SIGNAL SHALL FLASH RED-ALL DIRECTIONS. not occur aDtamemehours of9:Do AM.ror.DDP.M. H SIGN LOCATION z�-EXISTING TRAFFIC FLOW o ONLY UPO SHALL COUNTERMAND SIGNAL. MANDATORY x»SEQUENTIAL ARROWBOARD Wp-76 ee DURING NON-WORKING HOURS,TRAFFIC CONTROL ....TYPES BARRICADE i (REQUIRES LAW ENFORCEMENT OFFICER) REMOVED AND ROW SHALL BE OPENED TO IT'S FULLL WIDTH BE v THH w2o-Ta aN -3 UPO SHALL CONTROL ALL TRAFFIC w2D.6R N •i-r MOVEMENTS WITHIN INTERSECTION. w _ - DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC POSTED C USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. z WAD 296-155-305 SECTION BIC) SPEED LIMIT BUFFER z 30 EXISTING TRAFFIC CURB w2076 a' w4-zL W2a1 Wt-0L N I� s pndeFo A. ® DRWT� 10 O my t aawnav �ini i�� � v DRWY uvnr _ y RW�RW�� Dew DRWT p WT DR Y ORWY DRWY DRwr MEEKER STREET p WT ® DRWY DRWY DRW "' Y NiI'In' uxurrtno as'REFL.CONE TAPER °X e CURB W- TAPER=U2 xNr {t EXISTING TRAFFIC II W20-76 W21 T" II 1I I FIC CURB ADVANCE WARNING SIGNSw20-7e SPACED W(X)OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. a (TYPICAL) n0'W2a76 III (}f GENERAL NOTES: CONTRACTOR `""wz01 t.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. SUPERVISOR PROJECT HSIP Road Diet 21-3003 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). PHONE NUMBER(office) PROJECT LOCATION 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE Kent,WA OF CLOSURE:2064 7.1140 PHONE NUMBER(fax) SHEET NUMBER 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD KENT.04 CONDITIONS. `"4 `>- 5.ALL SIGNS MIN.48"K 48"UNLESS OTHERWISE SPECIFIED. PREPARED BY PHONE# S a 6.CHANNELIZAT16N DEVICES ARE 28"REFL.CONES(see TABLE Karla Mitts r1 (1)for spacing distances). 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE IO112/2023 `fro""`�"2d6' INTERSECTIONS AND/OR DRIVEWAYS. TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) FREEWAYS A EXPRESSWAYS 55170 MPH 15003 CHANPACIN ff DEVICE KENT,WA LANE Posted Speed(mph) SPACING FEET N RURAL HIGHWAYS 60 Ifi5 MPH 6ar3 WIDTH MPH TAPER TANGENT RURAL ROADS 45155 MPH 500'3 (fee0 25 00 35 40 45 50 55 60 65 70 50I65 1 10 TO 20 1 80 RURAL ROADS S URBAN ARTERIALS 35140 MPH 350'3 - W E 10 105 150 205 270 450 500 550 15145 10 TO 20 60 RURAL ROADS 8 URBAN ARTERIALS 25 110 MPH 200'3(2) 11 t15 155 225 295 495 550 115 660 - - 25I30 10 TO 20 40 RESIDENTAL a BUSINESS DISTRICTS S URBAN STREETS 25 MPH OR LESS 100'3(2) 12 125 180 2415 320 540 600 660 720 no 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE NOT TO SCALE RAMPS,AT-GRADE INTERSECTIONS AND (2)THIS SPACING MAY BE REDUCED IN URB ROADWAY CONDIION& LEGEND Work on Artar eta occurring on weekdays shall v WORK AREA W2D1 +(( t W20-1 nol occur outside the hours of 9:00 A.M.to 2:00 P.M. --28"REEL.CONE ¢ SIGNAL SHALL FLASH RED-ALL DIRECTIONS. H SIGN LOCATION z MANDATORY ExISTINGiMFFIC FLOW O ONLY UPO SHALL COUNTERMAND SIGNAL. DURING NON-WORKING HOURS,TRAFFIC CONTROLSHALL BE ;»SEQUENTIAL ARROW80AR0 W20-76 B6 (REQUIRES LAW ENFORCEMENT OFFICER) REMOVED AND ROW SHALLBE OPENEDTO IT'S FULL WIDTH :.:TYPE3 BARRICADE Z �! o co 0-7a 3 UPO SHALL CONTROL ALL TRAFFIC a' Ih MOVEMENTS WITHIN INTERSECTION. 0 W20-5L s '_ DURING HOURS OF DARKNESS,FLAGGER STATIONS BHALL BE ILLUMINATED WITHOUT GAUGING GLARE TO THE TRAVELING PUBLIC POSTED SHALL MAINTAIN 11' USING PORTAB1GHT TOWER OR APPROVED 296 155 305 SECTION 9(C)ALTERNATIVE. WAC SPEED MIN LANE WIDTH(TYP.) LIMIT EXISTING TRAFFIC CURB z =L Wso-7a < W20-7b Wao-1 30 TAPER TAPER=U2 TAPER 2e•REFL.coNE ® E nio -NI n�li, cas DRWY DRWY _m - _z..... ........... ... ....... , 0 RWY n = D6w ® Dawr Dewr °RW4 MEEKER STREET DRWY ® DRWT � DRWY _ �y,o Pop.. • onor I� v<a TAPER my W20-71, 42L W207e W1.4R EXISTING TRAFFIC CURB rK mo-1 • W]D4a W205aR ree 20-]b ADVANCE WARNING SIGNS GENERAL NOTES: CONTRACTOR SPACED @(X)OR AS PER +(( f(}4W20-1 SUPERVISOR PROJECT SITE CONDITIONS. 7.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. HSIP Road Diet 21-3003 REFER TO SIGN SPACING CHART. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND (TYPICAL) DATES(OPTIONAL). PHONE NUMBER(office) PROJECT LOCATION 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE Kent,WA OF CLOSURE:206-477-1140 PHONE NUMBER(talc) SHEET NUMBER 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD KENT.05 �Lolw 7 CONDITIONS. `i 5.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. PREPARED BY PHONEfI 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE Karla Mitts (1)for spacing distances). 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE DO/12/2023 INTERSECTIONS AND/OR DRIVEWAYS. TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feat) CHANNELIZATION DEVICE KENT,WA FREEWAYS&EXPRESSWAYS 55155 MPH 15001t SPACING FEET N RURAL HIGHWAYS 60/65 MPH 800'f LANE Posted Speed(mph) MAOTH MPH PER TANGENT RURAL ROADS 45 155 MPH 500'.t (fee0 25 30 35 40 45 50 55 fi0 65 70 50f65 10 TO 20 SO W E RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'S 10 1 105 1 150 J.205 270 450 SDD 550 _ 35/45 10 TO 20 60 RURAL ROADS&URBAN ARTERIALS 25 130 MPH 20U±(2) 11 115 165 225 295 495 550 W5 560 - - 25/30 10 TO 20 1 40 RESIDENTAL&BUSINESS DISTRICTS S URBAN STREETS 25 MPH OR LESS 10Da(2) 12 1 125 1 180 245 320 540 600 6SO 720 1 840 NOT TO SCALE (1)ALL SPACING MAY E INTERSECTIONS TO ACCOMMODATE INTERCHANGE RAMPS,G GRADE INTERSECTIONS AND (2) THIS SPACING MAY BE REDUCED IN URB ROADWAY CONDITIONS. LEGEND W201 Work on Arterial Streets occurring on Weekdays shall o WORN AREA nol occur outside the hours of 9:00 A.M.to 2:00 P.M. -28"REFL.CONE H SIGN LOCATION i MANDATORY �EXISTINGTRAFFIC FLOW W20.7b u SIGNAL SHALL FLASH RED-ALL DIRECTIONS. DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE a>r SEQUENTIAL ARROWBGARD REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH v.,TYPE3 BARRICADE Z ONLY UPO SHALL COUNTERMAND SIGNAL. a ,# xsn (REQUIRES LAW ENFORCEMENT OFFICER) w20.2B 3 W20-9- TMn J a'III I UPO SHALL CONTROL ALL TRAFFIC a _ D =1 MOVEMENTS WITHIN INTERSECTION. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. POSTED WAC 296155.305 SECTION 9(C) SPEED LIMIT li TAPER +® EXISTING TRAFFIC CURB a 30 Aaux —1 W2671, P.y. g W0.2R rl.i na— ® + _ ■ L rvxx un =Dare 111111n. — DRWY 28"REFL.CONE i„NnN,iNi 9"REFL CONE — —— DRWY DRWT _ rRR° � 2 DBwr ® Rwr DRWY Rwr" I u, ^ DRWY DR BWY DRwr RWY DRWY MEEKER STREET TAPER=U2 EXISTING TRAFFIC CURB W., wzo-7b —1 1 EXISTING TRAFFIC CURB R3-] TAPER=L li i �w2D 7a ADVANCE WARNING SIGNS SPACED N(X)OR AS PER SITE CONDITIONS. V100-7"REFER TO SIGN SPACING CHART. 1t4(TYPICAL) GENERAL NOTES: CONTRACTOR 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. SUPERVISOR PROJECT HSIP Road Diet 21-3003 2. TIFYLOCA EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL).DA PHONE NUMBER(office) PROJECT LOCATION 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE Kent.WA OF CLOSURE:206-477-1140 PHONE NUMBER(fax) SHEETNUMBER 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD KENT.06 1OHN CONDITIONS. 5.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFI PHONE# ED. PREPARED BY B.CHANNELI2ATION DEVICES ARE 28"REFL.CONES(see TABLE Karla Mitts (1)for spacing distances). GATE 7.ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE 10/12/2023 INTERSECTIONS AND/OR DRIVEWAYS. TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING -X MINIMUM LANE CLOSURE TAPER LENGTH=L(feet) CHANNELIZATION DEVICE KENT,WA FREEWAYS 8 EXPRESSWAYS 55 170 MPH 1509x SPACING (FEET) N RURAL HIGHWAYS 60 165 MPH 800'x LANE Posted Speed(mph) MPH TAPER TANGENT W DTH RURAL ROADS 45 I55 MPH 500'x (feet) 25 30 35 4D 45 50 jolil 50/65 10 TO 20 80 `717 E RURAL ROADS A URBAN ARTERIALS 35 I40 MPH 350x 35/45 10 TO 20 10 105 150 205 270 450 wo RURAL ROADS 8 URBAN ARTERIALS 25 I30 MPH 2OOx(2) 11115 165 225 295 095 550 25130 10 TO 20 40RESIDENTAL A BUSINESS DISTRICTS S URBAN STREETS 25 MPH OR LESS 100'f(2) 12 125 1W 245 320 540 600 NOT TO SCALE (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE W20- +I}I O1 RAMPS,AT-GRADE INTERSECTIONS AND > (2)THIS SPACING MAY BE REDUCED IN DIRE = ROADWAY CONDITIONS. o SIGNAL SHALL FLASH RED-ALL DIRECTIONS. LEGEND w207 R _ ONLY UPO SHALL COUNTERMAND SIGNAL. c WORK AREA — H (REQUIRES LAW ENFORCEMENT OFFICER) --26"REEL CONE wsu-7a S1° 3 H SIGN LOCATION UPO SHALL CONTROL ALL TRAFFIC �-E%ISTING TRAFFIC FLOW U>SEOUENTML ARROWBOARO •� MOVEMENTS WITHIN INTERSECTION. TYPE3BARRICADE II I POSTED SPEED TAPER=L12 TAPER=L@ UNIT f EXISTING TRAFFIC CURB wEEKER STREET nnuullllll 29"REEL CONE oawr Rwr .. ..... — _� DRWY DRWY ® RWY DR1 DRWY DRWY DRWY :up- 28' DRWY II IIIIfll llllllll REFL.CONE e{. EXISTING TRAFFIC CURB II I W20-1 ?_1 W4.2R N W20-71 W205L TAPER=LI2 wza7b TAPER L SHALL MAINTAIN 11' = MIN LANE WIDTH(TYP.) II I ADVANCE WARNING SIGNS SPACED 0(X)IIR AS PER GENERAL NOTES: SITE CONDITIONS. REFER TO SIGN SPACING CHART. 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. (TYPICAL) 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). -, W2D-7e 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE:206-477-1140 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD Work on Arterial Streets occurring on weekdays shall CONDITIONS. not occurcutside the hours of 9:00 A.M.to 2:00 D.M. NY, �10°rW2p->b 5.ALL SIGNS MIN.48"z48"UNLESS OTHERWISE SPECIFIED. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE I 6.CHAN spacing this DEVICES ARE 28"REEL.CONES(see TABLE MANDATORY ILLUMINATED WITHOUT CAUSING GIARE TO THE TRAVELING PUBLIC ALL SPACING(1)for spacing distances). DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. (ICI) })) W2D-1 T NTERSECTIONS AND/OR DRIVEWAYS. 000MMOOATE AT-GRADE REMOVED ROW SHALLE PENED TO IT'S LLWIDTH WAC 296-155-305 SECTION 9M) PREPARED BY CONTRACTOR PROJECT HSIP Road Diet 21-3003 Karla Mitts SUPERVISOR PROJECT LOCATION PHONE# Kent,WA l"+ PHONENUMBER DATEPREPARED SHEET# 10/12/2023 KENT.07 (/" QZ 55 ff z N FO �uQa 3 22 Ili Z �� ♦° a n u$7 W C .iI W ~Y a a a 4 S 3AY H19L ' IIII111III�I111 ��' 99 $ $ER -< IIIIIIIIIIIIIIIIIII allc o0 o�aU o g w m ti£ mN N 3 e ri 5��„ wx G n Q QM UZ ac Sig yzan f y z z rn g a'- 4 JQw I Off qF a w G W U N=w0 all c a w 0 a rail a� h z Ada z cWiGwm� u m oW w>�a?a m m _ Q� u R R e FaOQo00 HIP '° f'�� u�e! y F�zi�s9?Z. w m �<Sa Oil! f Zy 2 �m� o� TRAFFIC CONTROL PLAN JAMES ST K JAMES ST ENT,WA DE-To►uR ♦ DETOUR LEGEND ROAD CLOSED AHEADo ro[,u ranHICfri[041, TYPE 3 BARRICADE LU 'a z DETOUR ROUTE 1 —♦ z ? DETOUR ROUTE 2 —► x 3 PORTABLE JAMES ST a CHANGEABLE PCM P&R = MESSAGE SIGN v ROAD STREET NAMES RED TEXT O CLOSED c SMITH ST _ WORK ZONETcm -- `� o�o DETOUR W se DER Z j ROAD w y Z C L. > Q CMS 0 o ow x 2 U O Z pa o 71 � BN0130 800130 >^ o r, J < IF �D Gw ST c� 0. MESTER 0. DETouR �— PCM Um LU cc cc n C7 (L CONTRACTOR Z ¢ SUPERVISOR JECT HSIP Road Diet 2R03003 3 PHONE NUMBER(office) PROJECT LOCATION Kent,WA N PHONE NUMBER(ta><) SHEET NUMBER KENT.06IL� PREPARED BY PHONEB WILLIS ST WILLIS ST W E tcarla tyro: DATE �a4 .S 10/12/2023 .� a CHANNELIZATION DEVICEuj SPACING (FEET) Y WORK VEHICLE TAPER TANGENT � 0 (OPTIONAL) 20 20 DISTANCE Q • ROAD TYPE BETWEEN SIGNS ARROW BOARD A B (FLASHING CAUTION) URBAN 25/30 MPH 200 FT 200 FT 0 • ■ URBAN STREETS ■ ■ RESIDENTIAL & 350 FT 350 FT ■1 L BUSINESS DISTRICTS 35/40 MPH r RURAL ROADS & ■ URBAN ARTERIALS 500 FT 500 FT 45/55 MPH A ♦ ♦ LANE MINIMUM TAPER LENGTH =L (FEET) CLOSED AHEAD LANE WIDTH POSTED SPEED (MPH) (FT) 25 30 35 40 45 B 10 105 150 205 270 450 ROAD 11 115 165 225 295 495 WORK 12 125 180 245 320 540 AHEAD W20-1 GENERAL NOTES: PCMS 1. ALL SIGNS AND SPACING SHALL LEGEND CONFORM TO THE MUTCD AND CITY OF KENT SZ SIGN LOCATION SPECIFICATIONS.2. PRIORITY PASSAGE THROUGH WORK (TEMPORARY MOUNT) AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED AT ALL TIMES. ■ TEMPORARY TRAFFIC 3. ALERT METRO TRANSIT 5 DAYS IN CONTROL DEVICE (CONES) ADVANCE (IF APPLICABLE). ARROW BOARD 4. PROTECTIVE VEHICLE RECOMMENDED-MAY 0 BE A WORK VEHICLE. (FLASHING CAUTION) 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. WORK 6. ALL SIGNS 48"x48" BLACK ON ORANGE PROTECTIVE/ UNLESS OTHERWISE SPECIFIED. VEHICLE 7. CHANNEUZATION DEVICES ARE STANDARD TRAFFIC CONES. 8. ALL SPACING MAY BE ADJUSTED TO PCMS PORTABLE CHANGEABLE ACCOMMODATE AT GRADE INTERSECTIONS i i MESSAGE SIGN AND/OR DRIVEWAYS. 9. ALERT AFFECTED RESIDENTS AND BUSINESSES. ' � 2023 PLASTIC MARKINGS PROJECT KENT Wwoxlxoroo CITY OF KENT SCALE NTS EXHIBIT ENGINEERING DEPARTMENT DATE MAR 2016 L LANE DISTANCE a ROAD TYPE BETWEEN SIGNS I a A B CURBAN Y WORK VEHICLE 25/30 MPH 200 FT 200 FT 200 FT i i ox (OPTIONAL) URBAN STREETS • • • • RESIDENTIAL & BUSINESS DISTRICTS 350 FT 350 FT 350 FT '• '• '• 35/40 MPH ARROW BOARD RURAL ROADS & • (SEQUENTIAL CHEVRON) URBAN ARTERIALS 500 FT 500 FT 500 FT ■ z 45/55 MPH . n CHANNELIZATION DEVICE uwj m L SPACING (FEET) LEGEND TAPER TANGENT SIGN LOCATION 10 15 (TEMPORARY MOUNT) • TEMPORARY TRAFFIC = ♦. i CONTROL DEVICE (CONE) so' 444 ARROW BOARD (SEQUENTIAL CHEVRON) il n PROTECTIVE/WORK A VEHICLE PCMS PORTABLE CHANGEABLE W4-2L MESSAGE SIGN B RIGHT LANE GENERAL NOTES: I CLOSED 1. ALL SIGNS AND SPACING SHALL CONFORM AHEAD W20-5R TO THE MUTCD AND CITY OF KENT c SPECIFICATIONS. ROAD 2. PRIORITY PASSAGE THROUGH WORK AREA WORK FOR EMERGENCY VEHICLES SHALL BE PROVIDED AHEAD AT ALL TIMES. 3. CONTRACTOR SHALL ALERT METRO TRANSIT W20-1 4. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK VEHICLE. P C M S 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. 6. ALL SIGNS 48"x48" BLACK ON ORANGE MINIMUM TAPER LENGTH =L (FEET) UNLESS OTHERWISE SPECIFICED. I 7. CHANNELIZATION DEVICES ARE LANE WIDTH POSTED SPEED (MPH) STANDARD TRAFFIC CONES. (FT) 25 30 135 40 45 8. ALL SPACING MAY BE ADJUSTED TO 10 105 150 205 270 450 ACCOMMODATE AT GRADE INTERSECTIONS 11 115 165 225 295 495 AND/OR DRIVEWAYS. 12 125 180 245 320 540 9. CONTRACTOR SHALL ALERT AFFECTED RESIDENTS AND BUSINESSES 7 BUSINESS DAYS IN ADVANCE OF START OF WORK ON SE 240 ST. 10. SPOTTERS SHOULD BE CONSIDERED TO WARN/DIRECT DRIVEWAY USERS. 2023 PLASTIC MA `r KENT RKINGS PROJECT WA.Hl NOT6N CITY OF KENT SCALE NTS EXHIBIT ENGINEERING DEPARTMENT DATE MAR 2016 R LANE IL: Q CHANNELIZATION DEVICE SPACING (FEET) Y WORK VEHICLE TAPER TANGENT �o (OPTIONAL) 20 20 DISTANCE I • • ROAD TYPE BETWEEN SIGNS ARROW BOARD A B (FLASHING CAUTION) • o URBAN 200 FT 200 FT 25/30 MPH URBAN STREETS ■ RESIDENTIAL & 350 FT 350 FT ■ L BUSINESS DISTRICTS 35/40 MPH ■ RURAL ROADS & URBAN ARTERIALS 500 FT 500 FT 45/55 MPH A LANE MINIMUM TAPER LENGTH =L (FEET) CLOSED LANE WIDTH POSTED SPEED (MPH) AHEAD (FT) 25 30 35 40 45 B 10 105 150 205 270 450 ROAD 11 115 165 225 295 495 I WORK 12 125 180 245 320 540 AHEAD W20-1 GENERAL NOTES: PCMS 1. ALL SIGNS AND SPACING SHALL CONFORM LEGEND TO THE MUTCD AND CITY OF KENT SZ SIGN LOCATION SPECIFICATIONS. (TEMPORARY MOUNT) 2. PRIORITY PASSAGE THROUGH WORK AREA FOR EMERGENCY VEHICLES SHALL BE PROVIDED ■ TEMPORARY TRAFFIC AT ALL TIMES. CONTROL DEVICE (CONES) 3. ALERT METRO TRANSIT 5 BUSINESS DAYS IN ADVANCE OF IMPACTING BUS STOPS. ® ARROW BOARD 4. PROTECTIVE VEHICLE RECOMMENDED-MAY BE (FLASHING CAUTION) A WORK VEHICLE. 5. DEVICES SHALL NOT ENCROACH INTO ADJACENT LANES. PROTECTIVE/WORK ALL SIGNS 48"x48" BLACK ON ORANGE UNLESS VEHICLE OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE STANDARD TRAFFIC CONES. 15 PORTABLE CHANGEABLE 8. ALL SPACING MAY BE ADJUSTED TO MESSAGE SIGN ACCOMMODATE AT GRADE INTERSECTIONS AND/OR DRIVEWAYS. 9. ALERT AFFECTED RESIDENTS AND BUSINESSES 2023 PLASTIC MARKINGS PROJECT KENT Wwoxlxoroo CITY OF KENT SCALE NTS EXHIBIT ENGINEERING DEPARTMENT DATE MAR 2016 TC LAN BUFFER DATA SIGN SPACING=X ONE LANE,TWO-WAY TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LUN l(betl OF DENCEB KENT,WA E0 IMPxI OPBTRFAM TAPER 5°'TO 1°V MIN. TH IkN WWN5IREAM TAPER 10U MIN. zs,so Max z°n:ca CLOSURE MAY AFFECT RESIDENT TRAN8PORTABLEI ATTENtUk R3°50LL AHEAD 018TANCE.R TABLE(1) DRIVEWAY °' CHANNELIZATION DEVICE "ITOIII uN sP HO—11 AlU=l T cNAN SPACING(FEET) PROPERTY OWNER PERMISSION ITxisTPO'nv w 1EM"ET .2- AaEAs To ER REQUIRED TO BLOCK DRIVEWAY NOTIFY AFFECTED RESIDENTS OF WORK TIMES&DATES THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING YES ❑ NO INITIAL WORK OPTIONAL IF tW20 tW�ll AREA SPACE IS LIMITEDW2p-Ta � 50'-100' DISTANCE ~~� 50'-too, 6 DEVICE MIN. VARIES _ R _ g 6 DEVICE MIN. SHALL MAINTAIN 11' MIN.LANE WIDTH B W o-1 ;W204 °W20-7n W20aB LEGEND 28"REFL.CONE. f OFFSET CONES TO WORK AREA MAINTAIN II'MIN. ADVANCE WARNING SIGNS OPTIONAL IF TRAVEL LANE WIDTH •x x•x 28"REFL.CONE SPACED V(X)OR AS SPACE 40 MPH OR LESS ALLOWS. t'I SIGN LOCATION REFER TO SIGN SPACING CHART. f EXISTING TRAFFIC FLOW _v FLAGGING STATION MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE . NO PARK BARRICADE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH (IF NECESSARY) nRKING GENERAL NOTES: — 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCO. DISPLAYED 72 HRS IN V KE=,NT 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES ANO DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ADVANCE OF CLOSURE GATES(OPTIONAL). ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC CGNIRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE.WAC 296.155.305 SECTION 9(C) SUPERIIISOR CONDITIONS. 2021 Overlay�GrojM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER(ax..) PR S.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. � ,� �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) ONE-LANE,TWO-WAY TRAFFIC CONTROL SUPERVISOR PHONE NUMBER uaw EET NUMB BATE for spacing distances). WITH FLAGGERS PREPAREDBY PxoNEKPW.IER 3/2/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE °-"012 Chris Grose - INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE d �4o-le E as Chris@traff!ccontrolplan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO-WAY TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LUN l(betl OF DENCEB KENT,WA Ep IMPxI OPBTRFAM TAPER 50'TO 1aV MIN. TH IkN WWN5IREAM TAPER 50'TO 10U MIN. zs,so Max mn:ca CLOSURE MAY AFFECT RESIDENT TRAN8PORTABLEI ATTENUATOR3o5OLL AHEAD 018TANCE=R TABLE(1) DRIVEWAYS 10ST11GHT H. °'0 CHANNELIZATION DEVICE III uN sP He—11 A11=1 T cNAN SPACING(FEET) PROPERTY OWNER PERMISSION 11 11 111 IIH ITx is—s1pwnvw IFR Eo°w.2- AaEAs"ER REQUIRED TO BLOCK DRIVEWAY NOTIFY AFFECTED RESIDENTS OF WORK TIMES&DATES THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING YES ❑ NO INITIAL WORK OPTIONAL IF M.�L tW20-4 o Waono20.1 AREA SPACE IS LIMITED W20-Ta SO'-100' DISTANCE ~~� SO'-too, 6 DEVICE MIN. VARIEg ,. g . g 6 DEVICE MIN. AkiIM ® f aoao E Be SHALL MAINTAIN 11' enN n��ox MIN.LANE WIDTH B wzon BEwzo-a P STOP w2o-TD n wzoaa LEGEND 28"REFL.CONE. ® WORK AREA T T OFFSET CONES TO MAINTAIN II'MIN. ADVANCE WARNING SIGNS OPTIONAL IF TRAVEL LANE WIDTH •x x•x 28"REFL.CONE SPACED 0(X)OR AS SPACE 40 MPH OR LESS ALLOWS. 44 SIGN LOCATION REFER TO SIGN SPACING CHART. f EXISTING TRAFFIC FLOW FLAGGING STATION MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE ♦ NO PARK BARRICADE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH (IF NECESSARY) ARKING GENERAL NOTES: M \ /^— 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DISPLAYED 72 HRS IN v K�,N'T 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ADVANCE OF CLOSURE ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC GATES(OPTIONAL). CGNITACIIOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE.WAC 296.155.305 SECTION 9(C) SUPERIIISCIR CONDITIONS. 2021 Overlay�UrojM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. NE NUMBER(axe.) PR S.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. � ,� �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) ONE-LANE,TWO-WAY TRAFFIC CONTROL SUPERVISOR PHONE NUMBER uaw SHE NUMB DATE for spacing distances). WITH FLAGGERS PREPAREDBY PxoNEKPW.2ER 3/2/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE °-"012 Chris Grose - INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE E ^ Ch a ris@trafficcontrol lan.nel (1) BUFFER DATA SIGN SPACING TABLE X CHANNELIZATI N DEVICE TRAFFIC CONTROL PLAN I--.EXINEE SPACING(fiNdl I-D—UGNAL BUFFER SPACE B KENT,WA .IEE.M1.) 'L "Ell 1 TlEl M-171'0 A,I-I" —E— PORTABLE ATTENUATO OLL At OIST-CE;R NESIOEN—.E-M.1 STRI- 0 T 10ST--1—GHT H. ,r. 111IN—EETS 21 11H 11 LESS 1 I_ .2_lb 11)— G EPACIN Y BE A—ETED TO—0 TE INTE—AN GE AP,"T___..AND 11 1��PH P)TIISRNSPSAQNY��'Z I.D11ED IN L—N 1 11 _M 'N THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING ADVANCE WARNING SIGNS SPACED @(X)OR AS SPACE ALLOWS. YES F] NO INITIAL REFER TO SIGN SPACING CHART. AD OPTIONAL IF D DOWNSTREAM WORK AREA SPACE IS LIMM� t�lll tW2GIR T2.1 It TAPER DISTANCE VARIES I q L A A A CONE TAPER L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— - 28"REFL.CONE NO ENCROACHMENT ON THIS LEGEND TRAVELED LANE IS PERMITTED WORK AREA ..... 28"REFL.CONE WORK/PROTECTION VEHICLE MANDATORY 0 SEQUENTIAL ARROWBOARD DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH *i SIGN LOCATION EXISTING TRAFFIC FLOW NO PARK BARRICADE GENERAL NOTES: (IF NECESSARY) • 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. F PARKING KEN T 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD DISPLAYED 72 HIRS IN SUPERVISOR MAN CONDITIONS. ADVANCE OF CLOSURE 2021 Overlay prolM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER 1-11T-OlATDN S.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. W—S�VE;N�J`S'O—R PHONE NUMBER(11) IHEET NUMBER Kent,IA M HiN DEVICES ARE 28"REFL.CONES(see TABLE(1)6.CHANNELIZATI -tw KPW.3 312/21 for spacing distances). TYPICAL RIGHT LANE CLOSURE . PREPARED By PZN" 7.ALL PACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE Chris Grose 2 341 S Z=1.4 C� INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE EhAIL U— ris@traff!ccontrolplan.net (1) BUFFER DATA SIGN SPACING TABLE X CHANNELLZATI N DEVICE TRAFFIC CONTROL PLAN I--.EXINEE SPACING(ftMtI LONGITUDINAL BUFFER SPACE B KENT,WA .IEE.M1.) 'L "Ell 1 TlEl M-171'0 R.R— LNEAN—E— TRAN8 PORTABLE ATTENUM OLL At DIST-CE;R NESIOEN—.E-M.1 STRI- 0 T 10ST--1—GHT H. ,r. 111IN—EETS 21 11H 11 LESS 1 I_ .2_lb 11)—SPACING EuY BE A—ETED TO—0 TE INTE—ANGE 11 1��PH V)TIISRSPAQNY��'Z I.D11ED IN L—N AREAS 1 11_M 'N ADVANCE WARNING SIGNS SPACED 0 OKI OR AS SPACE ALLOWS. REFER TO SIGN SPACING CHART. NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED OPTIONAL IF DOWNSTREAM WORK AREA SPACE III LIMITED tWl-2ltW21lLT---112.1 TAPER DISTANCE VARIES CONE TAPER L — — — — — — — — — — — — — — — — — — - I v M� --- - - - - - - - - - - -- - CONE TAPER L 28"REFL.CONE DOWNSTREAM B R TAPER A 1► nu Mo OPTIONAL IF M.1 MML M-2R SPACE IS LIMITED NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED LEGEND MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE WORKAREA REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH ..... 28"REEL.CONE WORKIPROTECTION VEHICLE SEQUENTIAL ARROWBOARD GENERAL NOTES: *1 SIGN LOCATION •1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. EXISTING TRAFFIC FLOW KENT 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). A NO PARK BARRICADE 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD (IF NECESSARY) SUPERVISOR 'o'NA' CONDITIONS. 2021 Ovalle,ImiM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER PROJEIT LOIATION S.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. Kent,VIA 6.CHANNELIZMATIN6N DEVICES ARE 28"REFL.CONES(see TABLE(1) R—SLREVISWR PHONE NUMBER(ft.) SHEET NUMBERGATE for spacing distances). TYPICAL LEFT LANE CLOSURE DISPLAYED 72 HRS IN N KPW.4 312/2 PZ3, 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE -7t� I PCRErlA.REGDr'.y.e 2 2 INTERSECTIONS AND/OR DRIVEWAYS. ADVANCE OF CLOSURE NOT TO SCALE 'IIAJIL ris@traff!ccontrolplan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO—WAY TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LENGEH(betl OF DENCEB KENT,WA EG IMPm UPSTREAM TAPER so'To 1ou MIN. LEGEND TN IkN WWNaTREAM TAPER 50'TO 100 6 DEVICE MIN. IENG 15 5W sso 5 Mo afs a95 5�a 5 ni(r PORTABLE ATTENtUk R300LL AHEAD 018TANCE=aR 2513o Man W TABLE(1) ® WORK AREA °'0 CHANNELIZATION DEVICE III—S He 1.0 cxAN SPACING FEE ..... 28"REFL.CONE PI TxIGxovuv G� EG iN uaaAx AREns To ERTA4.IT 1i SIGN LOCATION THIS PLAN MAY BE MIRRORED FOR EXISTING TRAFFIC FLOW OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING FLAGGING STATION �o w2o-1 I CLOSURE MAY AFFECT RESIDENT . NO PARK BARRICADE YES NO INITIAL DRIVEWAY (IF NECESSARY) PROPERTY OWNERPERMISSION I PARKING WPO� REQUIRED TO BLOCK DRIVEWAY o �o NOTIFY AFFECTED RESIDENTS OF ADVANCE WARNING SIGNS WORK TIMES&DATES DISPLAYED 72 HRS IN SPACED 0(X)OR AS SPACE ADVANCE OF CLOSURE ALLOWS, +W2O-7a REFER TO SIGN SPACING CHART. I I MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE WORK OPTIONAL IF REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I AREA SPACE IS LIMITED DISTANCE 50'-ioo' t-2E-H na 120l ua W20-1 NOT FOR USE AT SIGNALIZED INTERSECTIONS �� VARIES I R g 8 DEVICE MIN. —~ — — — — — — — — — — — — — — ®®..........— — — — — — — — — — — — — — _ ;//Iz SHALL MAINTAIN MIN.LANE WIDTH ;W2o-l �aEW20-4 ;aW20-7b W20-7a 28"REFL.CONE. f OFFSET CONES TO MAINTAIN II'MIN. TRAVEL LANE WIDTH OPTIONAL IF 4o MPH OR LESS GENERAL NOTES: DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE �! KEN'i' 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC •• •.>• 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. DATES(OPTIONAL). WAC 296-155-305 SECTION 9(C) CGNITACIIOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD SUPERIISCR CONDITIONS. 2021 Overlay�orolM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHIIIE NUMaER PR 5.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. ONE-LANE,TWO-WAY TRAFFIC CONTROL �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) SUPERVISOR NE nuNaER u+w EET NUMa DATE for spacing distances). WITH FLAGGERS '��"'"' PREPARED SY PxoN KPW'5ER 3/2/21 7.ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE 3-WAY INTERSECTION �w'oi2,� 258.1419 INTERSECTIONS AND/OR DRIVEWAYS. NDT TD SCALE °-�- Chris Grose - ris@traff!ccontrolplan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO-WAY TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LENGEH(betl OF DENCEB KENT,WA EG IMPm UPSTREAM TAPER so'To 1ou MIN. LEGEND TN IkN WWNaTREAM TAPER 50'TO 100 MIN. IENG 15 5W sso 5 Mo afs a95 5�a 5 ni(r PORTABLE ATTENtUk R300LL AHEAD 018TANCE=aR 2513o MEn W TABLE(1) ® WORK AREA °'0 CHANNELIZATION DEVICE III AIL—Sc Au ISTIE.—I SPACING FEE ..... 28"REFL.CONE PI Txis All'Gi.1A" EG iN uaaAx AREAS m IF TA4.IT 1i SIGN LOCATION THIS PLAN MAY BE MIRRORED FOR EXISTING TRAFFIC FLOW OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING FLAGGING STATION �o w20-1 I CLOSURE MAY AFFECT RESIDENT . NO PARK BARRICADE YES NO INITIAL DRIVEWAY (IF NECESSARY) PROPERTY OWNERPERMISSION I PARKING WPO� REQUIRED TO BLOCK DRIVEWAY o �o NOTIFY AFFECTED RESIDENTS OF ADVANCE WARNING SIGN. WORK TIMES&DATES DISPLAYED 72 HRS IN SPACED 0(X)OR AS SPACE ADVANCE OF CLOSURE ALLOWS, +W2O-7a REFER TO SIGN SPACING CHART. I I MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE WORK OPTIONAL IF REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I AREA SPACE IS LIMITED DISTANCE 50'-loo' t-20-H AB 120l uB W20-1 NOT FOR USE AT SIGNALIZED INTERSECTIONS �� VARIES I R g .DEVICE MIN. —~ — — — — — — — — — — — — — — ®®..........— — — — — — — — — — — — — --- — A I :7SHALL MAINTAIN I V MIN.LANE WIDTH ;Wlll �aEW20-4 ;aW20-71, W20-7a 23"REFL,CONE. f OFFSET CONES TO MAINTAIN I OPTIONAL IF �/ W20-7a TRAVEL LANE WIDTH 4o MPH OR LESS GENERAL NOTES: w20r DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE vx^q 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. DATES(OPTIONAL). WAC 296-155-305 SECTION 9(C) 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD SUPERIISCR A CONDITIONS. t 2021 Overla'oro'aNed 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. no"`120-1 NE NUMBER(�xa) PR 5.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. ONE-LANE,TWO-WAY TRAFFIC CONTROL �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) SUPERVISOR PHONE NUMBER u+w SHEET NUMB BATE for spacing distances). WITH FLAGGERS —�'"^' PREPARED BY PxoN KPW.6ER 3/2/21 7.ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE 4-WAY INTERSECTION C•w'pIZ INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE �Gy,1, E UpIL Grose - Chris@trafficcontrol lan.nel BUFFER DATA SIGN SPACING=X ONE LANE,TWO-WAY TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LENGFH(betl OF DENCEa KENT,WA Ery IMP.) OPBTRFAM TAPER 50'TO 1aV MIN. TH IkN WWNa1REAM TAPER 50'TO 10U MIN. zs lso Max ma:ca LEGEND PORTABLE ATTENtUk R3o50LL AHEAD 018TANCE•R TABLE(1) I,N. s. o=� CHANNELIZATION DEVICE ® WORK AREA "ITOIII—SPnciHO eu .AN SPACING FEE IZ)Txlssap ?G.uvOo EEooi.uaa�x nREAs To ERTANeD IT ••••• 28"REFL.CONE 1i SIGN LOCATION THIS PLAN MAY BE MIRRORED FOR l EXISTING TRAFFIC FLOW OPPOSITE SIDE OF ROADWAY USING uo W20-1 CLOSURE MAYAFFECT RESIDENT SAME SIGNS AND SPACING DRIVEWAY FLAGGING STATION NO PARK BARRICADE YES ❑ NO INITIAL PROPERTYO BLOCKNER PERMISSIONIDRIVEWAY ♦ (IF NECESSARY) *2041 REQUIRED TO BLOCK DRNEWAY NOTIFY AFFECTED RESIDENTS OFARKING WORK TIMES&DATES o ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED @(X)OR AS SPACE ADVANCE OF CLOSURE ALLOWS. +W2'--'!A I REFER TO SIGN SPACING CHART. MANDATORY l DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE IMI REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH WORK OPTIONAL IF AREA SPACE IS LIMITED tW20-7at-20-4 Bw W20-1 NOT FOR USE AT SIGNALIZED INTERSECTIONS DISTANCE 50'-100, I VARIES R g B DEVICE MIN. .� ♦ ♦ I A SHALL MAINTAIN I V Aon MIN.LANE WIDTH B W20-1 N aEW20-4 � oW20-7b W20-7a f 28"REFL.CONE. OFFSET CONES TO OPTIONAL IF MAINTAIN 11'MIN. 40 MPH OR LESS TRAVEL LANE WIDTH GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE w••^,^NT 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC DATES(OPTIONAL). USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAC 296-155.305 SECTION 9(C) SUPERIISOR CONDITIONS. 2021 Overlay�UrojM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER PR S.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. ONE-LANE,TWO-WAY TRAFFIC CONTROL - �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(seeTABLE(1) SUPERVISOR I nE nuMBER u+w SHEET BATE for spacing distances). WITH FLAGGERS '-"""" PREPARED BY PxoN KPW.7ER 312/21 7.ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE 3-WAY INTERSECTION �•„,012 OtlN Ex JIL INTERSECTIONS AND/OR DRIVEWAYS. rvDT TD scALE °-�-`� E hpis Grose - chris@trafficcontrol lan.nel BUFFER DATA SIGN SPACING=X ONE LANE,TWO-WAY TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LUN l(betl CF DENCEa KENT,WA ED IMP.) OPBTRFAM TAPER 50'TO 1DD MIN. TH IkN COMNa1REAM TAPER 50'TO 10U MIN. zs lso Max ma:ca LEGEND PORTABLE ATTENtUk R3o50LL AHEAD 018TANCE•R TABLE(1) R�s�DENTu s a P=� CHANNELIZATION DEVICE ® WORK AREA "ITOIII—sP HO eu cNAN SPACING FEE IZ)Txlssap ?G.uvOo EEooi.uaanx nREns To ERTA4.IT ••••• 28"REFL.CONE 1i SIGN LOCATION THIS PLAN MAY BE MIRRORED FOR I EXISTING TRAFFIC FLOW OPPOSITE SIDE OF ROADWAY USING uo W2o-1 CLOSURE MAYAFFECT RESIDENT SAME SIGNS AND SPACING DRIVEWAY FLAGGING STATION NO PARK BARRICADE YES ❑ NO INITIAL PROPERTYO BLOCKNER PERMISSIONIDRIVEWAY ♦ (IF NECESSARY) *2041 REQUIRED TO BLOCK DRNEWAY NOTIFY AFFECTED RESIDENTS OFARKING WORK TIMES&DATES o ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED @(X)OR AS SPACE ADVANCE OF CLOSURE ALLOWS. W20-7a I REFER TO SIGN SPACING CHqR MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE IMI REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH WORK OPTIONAL IF AREA SPACE IS LIMITED tW20-7at-20-420-1 NOT FOR USE AT SIGNALIZED INTERSECTIONS DISTANCE 50'-100, I VARIES R g 6 DEVICE MIN. .� ♦ ♦ I A SHALL MAINTAIN 11' MIN.LANE WIDTH nu W20-1 DEW204 DW20-71, 20-7a f I 28"REFL.CONE. OFFSET CONES TO OPTIONAL IF MAINTAIN 11'MIN. 40 MPH OR LESS ( W20-7a TRAVEL LANE WIDTH GENERAL NOTES: //////���\�� 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE w••^,^NT 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC GATES(OPTIONAL). I w20a USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. CONTRA- 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAC 296-155.305 SECTION 9(C) SUPERIIISOR A CONDITIONS. I 2021 Overla'GrO'aNed 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. _ nono NE NUMBER(ar�.I PR L S.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. I ONE-LANE,TWO-WAY TRAFFIC CONTROL - _.-ER I—) �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) W2a1 SUPERVISOR m PHDNE nuM SHEET NUMB BATE for spacing distances). WITH FLAGGERS �� PREPAREDBY PHDN KPW8ER 312/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE 4-WAY INTERSECTION Z-0t2 OtlN E Npis Grose - INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE �� w 6&1e IL Chris@traff!ccontrolplan.net BUFFER DATA SIGN SPACING=X ONE LANE,TWO—WAY TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGRUDINAL BUFFER SPACE=B TAPER TYPE LENGrH(,eetl OF DE"I KENT,WA eD IMPNI UPSTREAM TAPER so'To 1DD Mlrv. LEGEND TN IkN COWNa1REAM TAPER 50'TD 100 MIN. u=Nc s iw sso s wo «s .ss s,o s zs,3o MPh �Oa:ca ® WORK AREA TRAN8PORTABLES ATTENUATOR30OLL AHEAD 018TANCE•R TABLE(1) aEsiDN. a e -is CHANNELIZATION DEVICE 19—--c Eu IF Al—El 10—MO—E NTES.—F SPACING FEE ••••• 28"REFL.CONE VI THisowaOnioNso EE"°°iN UaaAN AaEAs To TR fi SIGN LOCATION f EXISTING TRAFFIC FLOW THIS PLAN MAY BE MIRRORED FOR I/ SEQUENTIAL ARROWBOARD OPPOSITE SIDE OF ROADWAY USING uo W2o-1 I CLOSURE MAY AFFECT RESIDENT SAME SIGNS AND SPACING DRIVEWAY " FLAGGING STATION I YES NO INITIAL PROPERTY OWNER PERMISSION NO PARK BARRICADE ❑ *2.. REUIRED TO BLOCK DRIVEWAY (IF NECESSARY) NOTIFY AFFECTED RESIDENTS OF s ARKING WORK TIMES&DATES o ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED @(X)OR AS SPACE ADVANCE OF CLOSURE ALLOWS. W20-7a I REFER TO SIGN SPACING CHART. I MANDATORY I DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE WORK OPTIONAL IF tL REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I AREA SPACE III LIMIT� 20-7aDISTANCE 50'-100' 4-2L Een W20{R nxDm W20-1 VARIES —R B 6 DEVICE MIN. CONE TAPER= .� ♦ I ♦ A A ...... „ ® CONE TAPER=L SHALL MAINTAIN 11' Iuu MIN.LANE WIDTH W20-1 of W20SL W4-2R W20-7a 28"REFL.CONE. OFFSET CONES TO w MAINTAIN 11'MIN. GENERAL NOTES: TRAVEL LANE WIDTH 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE w••^,^NT 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC DATES(OPTIONAL). USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. CGNTRACIIOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAC 29SW 55-305 SECTION 9(C) E SCIR JOBNAME CONDITIONS. 2021 OverlayprD'ect 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. NE NUMaER 1aR�.1 PR 5.ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. ONE-LANE,TWO-WAY TRAFFIC CONTROL - �EKenl WA 6.CHANNELIZAT16N DEVICES ARE 28"REFL.CONES(see TABLE(1) SUPERVISOR nEII—ER(N.) EET NUMa DATE for spacing distances). WITH FLAGGERS �""" PREPARED SY MIN KPW.9Ea 312/21 7.ALL SPACING MAYBE ADJUSTED TO ACCOMMODATE AT-GRADE 3-WAY INTERSECTION �•„,012 OtlN 258-14119 INTERSECTIONS AND/OR DRIVEWAYS. NOT To SCALE ENpis Grose - Chris@trafficcontrol lan.nel BUFFER DATA SIGN SPACING=x ONE LANE,TWO—WAY TRAFFIC TAPER BP.. TRAFFIC CONTROL PLAN LONGITUDINAL BUFFER SPACE=B TAPER TYPE LUN l(betl OF DENCEa LEGEND KENT,WA Ep IMPx) OPBTRFAM TAPER 50'TO 1aV MIN. zs Iso Max ma:cam TAPER so'TD 1av Mlrv. ® WORK AREA TRAN8PORTABLES ATTENtUk R3o50LL AHEAD 018TANCE=R TABLE(1) °_0 CHANNELIuTION DEVICE ••••• 28"REFL.CONE "ITOIII—SP HOeu 11 A11=1 10MO-1 ITII.—I SPACING FEE 11 V)T"Is—sap ?I=IFO R EEo'Manx AREns To ua ER TA4.IT N SIGN LOCATION f EXISTING TRAFFIC FLOW THIS PLAN MAY BE MIRRORED FOR I r 0 SEQUENTIAL ARROWBOARD OPPOSITE SIDE OF ROADWAY USING uo W20-1 CLOSURE MAYAFFECT RESIDENT " FLAGGING STATION SAME SIGNS AND SPACING DRIVEWAY . NO PARK BARRICADE PROPERTY OWNER PERMISSION IF NECESSARY YES NO INITIAL *W2041 ( ) REQUIRED TO BLOCK DRNEWAYARKING NOTIFY AFFECTED RESIDENTS OF ' o WORK TIMES&DATES ADVANCE WARNING SIGNS DISPLAYED 72 HRS IN SPACED @(X)OR AS SPACE ADVANCE OF CLOSURE ALLOWS. W20-7a I REFER TO SIGN SPACING CHART. I MANDATORY I DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE WORK OPTIONAL IF tL REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I AREA SPACE III LIMITE 0{R nxA`_W20-1 20-7aDISTANCE 50'-100' -2L W2VARIES r g 6 DEVICE MIN. CONE TAPER= .F VA r ...... CONE TAPER=L I ,r SHALL MAINTAIN It' MIN.LANE WIDTH uu W20-1 of W2011 W4-211 W201a 28"REFL CONE, OFFSET CONES TO MAINTAIN 11'MIN. W20-]a TRAVEL LANE WIDTH GENERAL NOTES: � I `/ KENT 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND I ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC DATES(OPTIONAL). I USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. CONTRA- 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD uB W20-4 WAC 296-155.305 SECTION 9(C) SUPERIIISOR a NA CONDITIONS. 2021 Overlay�orojM 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. I NE NUMBER IaR�.I PR S.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. I ONE-LANE,TWO-WAY TRAFFIC CONTROL PHONE �EKenl WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES TABLE(1) SUPERVISOR I PHONE nuMBER u+w SHEET BATE µ WITH FLAGGERS m,W. axKPW.10R 3/2/21 for spacing distances). +I t 4-WAY INTERSECTION PREPARED BY PxoN" 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE w2o-1 �-t' °o° Chris Grose - INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE �� �4w.e, E AIL Chris@traff!ccontrolplan.net TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS&EXPRESSWAYS 55170 MPH 1500'1 SPACING feet KENT,WA LANE Posted Speed DI h MPH TAPER TANGENT RURAL HIGHWAYS 60/65 MPH B00'4 WIDTH P ( P) SOflO 40 90 RURAL ROADS 45/55 MPH 500'. MA) 25 30 35 40 45 50 55 60 65 70 35145 30 60 RURAL ROADS K URBAN ARTERIALS 35 140 MPH 350'a 10 105 150 205 270 450 500 550 25130 20 40 RURAL ROADS K URBAN ARTERIALS 25 130 MPH 200'A(2) RESIDENTAL a BUSINESS DISTRICTS 11 115 165 225 295 495 550 so, 660 - - URBAN STREETS 25 MPH OR LESS 100'1(2) 12 125 180 245 320 540 600 560 720 780 B40 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND WORK AREA ■■■■■ 28"REFL.CONE 0 41 SIGN LOCATION RoaD w — EXISTING TRAFFIC FLOW WORK LL ax6aD � SEQUENTIAL ARROWBOARD W20-1 0 U a U d F t-20-1 TYPICAL CITY OF KENT ROW �������� 24"x 12" 24"x 12" RDao h WORX ROBS HERE n ANEAD W20-1 cR9-11 L R9-11 R NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED.IF ENCROACHMENT IS NECESSARY, LANE SHALL BE CLOSED. �. TAPER (see TCPs in this plan set for optional lane closures) h 28"REFL CONE V I W4-2L OTLH.— W20-5R MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH ROAD ADVANCE WARNING SIGNS WORK SPACED @(X)OR AS PER AHEAD SITE CONDITIONS. GENERAL NOTES: W20-1 REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(if applicable) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT# PREPARED BY Chris Grose F*3 wuXixDax sunErruRccI_-,] SUPERVISOR ^ PROJECT LOCATION PHONE# SUPERVISOR 'i Kent,WA 253-258-1419 "-OIE 1^ PHONE NUMBER `•�/ KENT DATE PREPARED SHEET# EMAIL "fU'N �ia1R '".o.o. 2123123 KENT.01 Chris rafficcontrol lan.net Esc.z616 TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS&EXPRESSWAYS 55170 MPH 1500'1 SPACING feet KENT,WA LANE Posted Speed nl h MPH TAPER TANGENT RURAL HIGHWAYS 60/65 MPH B00'4 WIDTH P ( P) SDflO 40 90 RURAL ROADS 45/55 MPH 500'. MA) 25 30 35 40 45 50 55 60 65 70 35145 30 60 RURAL ROADS&URBAN ARTERIALS 35 140 MPH 350'a 10 105 150 205 270 450 500 550 25130 20 40 RURAL ROADS S URBAN ARTERIALS 25 130 MPH 200'A(2) RESIDENTAL a BUSINESS DISTRICTS 11 115 165 225 295 495 550 So, 660 - - URBAN STREETS 25 MPH OR LESS 100'1(2) 12 125 180 245 320 540 600 560 720 780 B40 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND RoaD WORK WORK AREA AXEAO W20-1 ■■■■■ 28"REFL.CONE 41 SIGN LOCATION 0 BE �— EXISTING TRAFFIC FLOW PREPARED w STOP W207b Y SEQUENTIAL ARROWBOARD O SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) a U UPO SHALL CONTROL ALL TRAFFIC i MOVEMENTS WITHIN INTERSECTION. W20-7a ~ tW20-7b ROADWORKAXEAOW20-7a W20-1 TYPICAL CITY OF KENT ROW IIIIIIII POLICE 18"x 24" Lissy II 1111 BEEP 24"x 12" `- rM 4w x 12" � BE s '`' 3�� R4H7 ROAD pREPARED WBRK TD C ROBS HERE u AHEAD smP R9-11 L R9-11 R W20-1 W20-71B W20-7a NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED.IF ENCROACHMENT IS NECESSARY, •� W20-7a LANE SHALL BE CLOSED. (see TCPS in this plan set for optional lane closures) TAPER=L .I 28"REFL.CONE ON FLAGGING OPERATIONS,THIS SIGN SERIES SHALL BE DISPLAYED FOR SPEED LIMITS 45 MPH OR ABOVE I (WAC 296.155305) W4-2R BE ROaO ONE LANE pREPARED • WORK ROAD To MUD AHEAD AHEAD STOP F■1 W20-1 W20-4 W20-7b W20-7a LEfTIANE CLOSED AHfAD W20-5L MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH ROAD ADVANCE WARNING SIGNS WORK SPACED @(X)OR AS PER AHEAD SITE CONDITIONS. GENERAL NOTES: W20-1 REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(if applicable) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT# PREPARED BY Chris Grose F*3 wuXixRax sunElPURccamoL SUPERVISOR ^ PROJECT LOCATION PHONE# SUPERVISOR -i Kent,WA 253-258-1419 DIE'} PHONE NUMBER •�/ KENT GATE PREPARED SHEET# EMAIL "fU'N �ia1R '".o.o. 2123123 KENT.02 Chris rafficcontrol lan.net ESc.za16 TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS&EXPRESSWAYS 55170 MPH 1500'1 SPACING feet KENT,WA LANE Posted Speed nl h MPH TAPER TANGENT RURAL HIGHWAYS 60/65 MPH B00'A WIDTH P ( P) SDflO 40 90 RURAL ROADS 45155 MPH 500'A MA) 25 30 35 40 45 50 55 60 65 70 35145 30 60 RURAL ROADS&URBAN ARTERIALS 35 140 MPH 350'A 10 105 150 205 270 450 500 550 25130 20 40 RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'A(2) RESIDENTAL S BUSINESS DISTRICTS 11 115 165 225 295 495 550 605 %B - - URBAN STREETS 25 MPH OR LESS 100'1(2) 12 125 180 245 320 540 600 560 720 780 B40 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND RoaD WORK WORK AREA AXEAO W20-1 ■■■■■ 28"REFL.CONE 41 SIGN LOCATION 0 PREPARED BE EXISTING TRAFFIC FLOW w TO STOP W20-76 Y O SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) a U UPO SHALL CONTROL ALL TRAFFIC i MOVEMENTS WITHIN INTERSECTION. W20-7G ~ tW20-7b ROADWORKAXEAOW20-7a W20-1 TYPICAL CITY OF KENT R0W �������� khan � 2�.�SE0 r24=E ROAD BE a �� PRETO ED caos I RO83 HERE n AXEAO smP cMR9-11 L R9-11 R W20-1 W20-71B W20-7a SHALL MAINTAIN 11' MIN LANE WIDTH 28"REFL.CONE W2-401 r� ON FLAGGING OPERATIONS,THIS SIGN SERIES SHALL BE DISPLAYED FOR SPEED LIMITS 45 MPH OR ABOVE (WAC 296-155305) *:PAREDW CENTER LANETo WORK 0 ROAD E I CLOSEDRIA AXEAD W20-1 AHEAD W2042D-702C-7a AHEAD W2D-5 MANDATORY Re- ADVANCE WARNING SIGNS WORK �SPACED @(X)OR AS PER DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE AHEAD SITE CONDITIONS. REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH �� W20-1 REFER TO SIGN SPACING CHART. GENERAL NOTES: + I tit 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(if applicable) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT# PREPARED BY Chris Grose F*3 w.BBixRaxswElvuHacamBi SUPERVISOR ^ PROJECT LOCATION PHONE# SUPERVISOR 'i Kent,WA 253-258-1419 01E 1^ PHONE NUMBER `•�/ KENT DATE PREPARED SHEET# EMAIL "fU'N �ia1R '".o.o. 2123123 KENT.03 chris rafficcontrol lan.net E:c.za16 TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS&EXPRESSWAYS 55170 MPH 1500'1 SPACING feet KENT,WA LANE Posted Speed DI h MPH TAPER TANGENT RURAL HIGHWAYS 60/65 MPH B00'A WIDTH P ( P) SDflO 40 90 RURAL ROADS 45155 MPH 500'A MA) 25 30 35 40 45 50 55 60 65 70 35145 30 60 RURAL ROADS&URBAN ARTERIALS 35 140 MPH 350'A 10 105 150 205 270 450 500 550 25130 20 40 RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'A(2) RESIDENTAL s BUSINESS DISTRICTS 11 115 165 225 295 495 550 605 %B - - URBAN STREETS 25 MPH OR LESS 100'1(2) 12 125 180 245 320 540 600 560 720 780 B40 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND RoaD woRK WORK AREA ANEAD 4I11 Vf W20-1 � n n n n n 28"REFL.CONE I �I « SIGN LOCATION I � *W20-7b �— EXISTING TRAFFIC FLOW I Y SEQUENTIAL ARROWBOARD 0 SIGNAL SHALL FLASH RED-ALL DIRECTIONS. I 4 UPO SHALL COUNTERMAND SIGNAL. +W20-1A.(REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER)UPO SHALL CONTROL ALL TRAFFICMOVEMENTS WITHIN INTERSECTION. I I tW20-7b ROADWORKpXEAOW20-7a W20-1 TYPICAL:CITYOF KENT ROW os�IIIIII �1 24"x 12" I 24'x 12" ROAD BE e41 _ �� PRETO ED crtD I :.I., tR058 xERE en AHEAD smP R9-11L R9-11R W20-1 W2o-7b W20-7a I I I ,I W1-4 TAPER=L I .I 28"REFL.CONE I �•'• kX I I l TANGENT=2L h 1 W4-2L I I � ON FLAGGING OPERATIONS,THIS SIGN SERIES SHALL BE DISPLAYED FOR SPEED LIMITS 45 MPH OR ABOVE I Ie TAPER=L (WAC 296-155305) BE I I I MUD ROaO ONE LANE pREPARED WORK ROAD TO I ..RI( AHEAD STOP I W20-1 W20-4 W20-7b W20-7a I I W4-2L I I I I RIGHT MANDATORY I ^'10L""� CLOSED AHEAD DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE W20-501 REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH I fF *R.- ADVANCE WARNING SIGNS SPACED@(X)ORAS PER SITE CONDITIONS. GENERAL NOTES: 20-1 REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(if applicable) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT# PREPARED BY Chris Grose SU F*3 wuxixPERVISOR Rax sunErruHccanmoi SUPERVISOR ^ PROJECT LOCATION PHONE# -i Kent,WA 253-256-1419 DIE'} PHONE NUMBER •�/ KENT DATE PREPARED SHEET# EMAIL "UID 'N �ia1R •'".o.o. 2123123 KENT.04 chris rafficcontrol Ian.net E:c.za16 f TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS&EXPRESSWAYS 55170 MPH 1500'1 SPACING feet KENT,WA LANE Posted Speed nl h MPH TAPER TANGENT RURAL HIGHWAYS 60/65 MPH 600'4 WIDTH P ( P) SOflO 40 RO RURAL ROADS 45/55 MPH 500'. MA) 25 30 35 AB 45 50 55 60 65 70 35145 30 60 RURAL ROADS K URBAN ARTERIALS 35 140 MPH 350'a 10 105 150 205 270 450 500 550 25130 20 40 RURAL ROADS K URBAN ARTERIALS 25 130 MPH 200'A(2) RESIDENTAL&BUSINESS DISTRICTS 11 115 165 225 295 495 550 605 660 - - URBAN STREETS 25 MPH OR LESS 100'1(2) 12 125 180 245 320 1 540 600 560 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPE,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. III IfIt AHEAD RopD WORK I W20-1 t LEGEND *.20-IAL J I WORKAREA J ■■■■■ 28"REEL.CONE r I ICI I N SIGN LOCATION I W4-2R EXISTING TRAFFIC FLOW I Z Y SEQUENTIAL ARROWBOARD 0 SIGNAL SHALL FLASH RED-ALL DIRECTIONS. I•4 UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) a W20-7a I AA UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. TAPER=L I� I F tW20-7b ROADWORKpXEAOW2D-7a W20-1 TYPICAL:0::ROW �� ������)� POLon *II� 18" HTJ KEEP 24"x 12" ` ROAD BE cxxs ;� ?!:. sos s RIGXT PREPARED trta�o t txoSS xERE fo R4-7 AHEAD TO W20-1 smP W20-7b W20-7a R9-11L R9-11R K k 3 K � 28"REFL.CONE•" �' 01 :I TAPER I••� I ON FLAGGING OPERATIONS,THIS SIGN SERIES SHALL BE DISPLAYED FOR SPEED LIMITS 45 MPH OR ABOVE (WAC 296-155305) I *:PREDW W4-2R ROADONE LANEWORK ROAD AAHEAD AHEAD W20-1 W20-420-7b W20-7a SET AXE CLOSED AxEAD W20-5L I � I MANDATORY ICI 4Ram ADVANCE WARNING SIGNS DURING NON WORKING HOURS,TRAFFIC CONTROL SHALL BE 4D@(X)OR ASPER SITE CONDITIONS.REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH I20-1 REFER TO SIGN SPACING CHART. GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(if applicable) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT# PREPARED BY Chris Grose SU F*3 wuxixPERVISOR RaxswETBNxccanmoL SUPERVISOR ^ PROJECT LOCATION PHONE# 'i Kent,WA 253-258-1419 PHONE NUMBER `•�/ KENT DATE PREPARED SHEET# EMAIL "UID 'N �ia1R '".o.o. 2123123 KENT.05 chris rafficcontrol Ian.net E:c.zG16 f TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS&EXPRESSWAYS 55170 MPH 1500'1 SPACING feet KENT,WA LA Speed nl h MPH TAPER TANGENT RURAL HIGHWAYS 60/65 MPH 600'4 HE Posted S WIDTH P ( P) SOflO 40 90 RURAL ROADS 45 155 MPH 500'. (gDi) 25 30 35 40 45 50 55 60 65 TO 35145 30 60 RURAL ROADS a URBAN ARTERIALS 35 140 MPH 350'A 10 105 150 205 270 450 500 550 25130 20 40 RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'A(2) RESIDENTAL a BUSINESS DISTRICTS 11 115 165 225 295 495 550 605 %D - - URBAN STREETS 25 MPH OR LESS 100'1(2) 12 125 180 245 320 540 600 560 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ADVANCE WARNING SIGNS ROAD III I f if SPACED @(X)OR AS PER IN WORK SITE CONDITIONS. �H`D REFER TO SIGN SPACING CHART. W20-9 LEGEND II *W120-IR WORK AREA ■n e e■ 28"REFL.CONE N SIGN LOCATION IEXISTING TRAFFIC FLOW W4-2L SEQUENTIAL ARROWBOARD z Y 'I O U J ;I I s :I I TAPER=L NO ENCROACHMENT ON THIS TRAVELED LANE IS .I PERMITTED. IF ENCROACHMENT IS NECESSARY, y LANE SHALL BE CLOSED. (see TCPS in this plan set for optional lane closures) 28"REFL.CONE ,,J�. ROAD WORK 4 AHEAD W20-1 TYPICAL CITY OF KENT ROW IIIIIIIIIII 18"X za" � I I III IIII VEEP ROAD LEFT WORN Fj4_7 I trto3G xEBE en AHEAD W20-1 tR9-11 L R9-11 R I I I I MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH GENERAL NOTES: IIIi fit 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206477-1140(if applicable) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT# PREPARED BY Chris Grose ® wASNxsNxswETPUHccGnmDL SUPERVISOR ^ PROJECT LOCATION PHONE# SUPERVISOR 'i Kent,WA 253-258-1419 I PHONE NUMBER `•�/ KENT DATEPREPARED SHEET# EMAIL "fU'N �ia1R '".o.o. 2123123 KENT.O6 chris rafficcontrol lan.net E:c.za16 TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS&EXPRESSWAYS 55170 MPH 1500'1 SPACING feet KENT,WA LANE Posted Speed nl h MPH TAPER TANGENT RURAL HIGHWAYS 60/65 MPH 600'4 WIDTH P ( P) SOflO 40 80 RURAL ROADS 45/55 MPH 500'. MA) 25 30 35 40 45 50 55 60 65 70 35145 30 60 RURAL ROADS K URBAN ARTERIALS 35 140 MPH 350'a 10 105 150 205 270 45C 500 550 25130 20 40 RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'A(2) RESIDENTAL s BUSINESS DISTRICTS 11 115 165 225 295 495 550 So, 660 - - URBAN STREETS 25 MPH OR LESS 100'1(2) 12 125 180 245 320 540 600 560 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. +I+I+ tlft LEGEND I 2► I I WORKAREA 1 1 1 1 c ■Se Se Se Se 28"REFL.CONE ac z N SIGN LOCATION &13-11 EXISTING TRAFFIC FLOW I I y 1 SEQUENTIAL ARROWBOARD II II a II II II II I I I I t-20-1 TYPICAL CITY OF KENT ROW1111 rill za x 1z za X 12" Roao h WORK ;•I.; tRorS xERE en W20-1 tR9-11 L R9-11 R I � I TAPER=L I I I C I I I k x 28"REFL.CONE I I C Il TANGENT=2L k 1 W4-2L II I C h TAPER I C I I I *W4-2L I I I I I I I I 4W20-501 MANDATORY I + I I I DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH I I I I Roao ADVANCE WARNING SIGNS woRK SPACED @(X)OR AS PER I AHEAD SITE CONDITIONS. W20-1 REFER TO SIGN SPACING CHART. GENERAL NOTES: I I I I 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. +I+I+ I f If If 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(if applicable) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT# PREPARED BY Chris Grose F*3 wuxixu7axswElruHtcamtL SUPERVISOR ^ PROJECT LOCATION PHONE# SUPERVISOR 'i Kent,WA 253-258-1419 • OIE 1^ PHONE NUMBER `•�/ KENT DATE PREPARED SHEET# EMAIL "fU'N �ia1R •'"""�" 2123123 KENT.07 chris rafficcontrol lan.net E:c.za16 TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS&EXPRESSWAYS 55170 MPH 1500'1 SPACING reef KENT,WA LA Speed nl h MPH TAPER TANGENT RURAL HIGHWAYS 60/65 MPH B00'4 HE Posted S WIDTH P ( P) SOflO 40 RO RURAL ROADS 45/55 MPH 500'. MA) 25 30 35 40 45 50 55 60 65 70 35145 30 60 RURAL ROADS a URBAN ARTERIALS 35 140 MPH 350'a 10 105 150 205 270 450 500 550 25130 20 40 RURAL ROADS a URBAN ARTERIALS 25 130 MPH 200'A(2) RESIDENTAL s BUSINESS DISTRICTS 11 115 165 225 295 495 550 605 %B - - URBAN STREETS 25 MPH OR LESS 100'1(2) 12 125 180 245 320 540 600 560 720 780 B40 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ON FLAGGING OPERATIONS,THIS SIGN SERIES SHALL BE DISPLAYED FOR SPEED LIMITS 45 MPH OR ABOVE ROAD �I jlj 1tltlt (WAC 296-155-305) WORK J AHEAD W20-1 ROAD ONE LANE *PAREDWO WORN ROAD AHEADAHEAD*W20- W20-1 W20-420-7b W20-7a 501 (JV ■E I W42R � � I LEGEND I WORKAREA ■■■■■ 28"REEL.CONE I I • •,•I I TAPER=L I N SIGN LOCATION f EXISTING TRAFFIC FLOW z SEQUENTIAL ARROWBOARD IC II Y TANGENT=2L > W4-2R I k X � a IC II r t 2B"REEL.CONE SIGNAL SHALL FLASH RED-ALL DIRECTIONS. TAPER=L a 4; UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) I;I UPO SHALL CONTROL ALL TRAFFIC I I MOVEMENTS WITHIN INTERSECTION. +W20-7a � tW20-7b tW20-1 W20-7a TYPICAL CITY O:KENT OW 111111111111111 11111N III 1 AWRHOOEARADND PRsETTsOOEP EO B•x Xr 2 a RIGHT J24"X 1 24•X12x R4-7Ro5SEREt � W W20-71B Hz R9-11L R9-11R •I TAPER NO ENCROACHMENT ON THIS TRAVELED LANE IS I it •I I PERMITTED.IF ENCROACHMENT IS NECESSARY, LANE SHALL BE CLOSED. (see TCPs in this plan set for optional lane closures) I I�• I I I I I W20-7a II II II II r:.i W4-2R I I I I MANDATORY I I I I LErr uxE DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE cLDseD REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH I I I I AxuD W20-SL I I *AE ADVANCE WARNING SIGNS GENERAL NOTES: �I�I� }I}I} WORK SPACED @(X)OR AS PER SITE CONDITIONS. 20-1 REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(if applicable) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT# PREPARED BY Chris Grose F*3 wuNxDaxswErrueccamBi SUPERVISOR ^ PROJECT LOCATION PHONE# SUPERVISOR 'i Kent,WA 253-258-1419 •• OIE 1^ PHONE NUMBER `•�/ KENT DATE PREPARED SHEET# EMAIL "fU'N �ia1R '-.o.o. 2123123 KENT.08 chris rafficcontrol lan.net Esc.zal6 TABLE(1) TRAFFIC CONTROL PLAN SIGN SPACING =X MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) CHANNELIZATION DEVICE FREEWAYS a EXPRESSWAYS 55170 MPH 1500'1 SPACING feet KENT,WA LA Speed nl h MPH TAPER TANGENT RURAL HIGHWAYS 60/65 MPH B00'4 HE Posted S WIDTH P ( P) SOflO 40 a0 RURAL ROADS 45/55 MPH 500'. MA) 25 30 35 40 45 50 55 60 65 70 35145 30 60 RURAL ROADS a URBAN ARTERIALS 35 140 MPH 350'a 10 105 150 205 270 450 500 550 25130 20 40 RURAL ROADS K URBAN ARTERIALS 25 130 MPH 200'A(2) RESIDENTAL s BUSINESS DISTRICTS 11 115 165 225 295 495 550 So, %B - - URBAN STREETS 25 MPH OR LESS 100'1(2) 12 125 180 245 320 540 600 560 720 780 B40 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ADVANCE WARNING SIGNS *W2.-1A I ISP SITDE COINDI RAS PER IN 1}}} REFER TO SIGN SPACING CHART. I I I LEGEND WORK AREA *W20-1� ■..III■ 28"REFL.CONE I M SIGN LOCATION �— EXISTING TRAFFIC FLOW *W4-2L SEQUENTIAL ARROWBOARD I I I z II Y •II II �, I I I I s I I I I TAPER v 1 y 1 1 1I I 28"REFL.CONE 1 � 1 1 I I t20-1 4 TYPICAL CITY OF KENT ROW 18"x 24" KEEP 24"x 12" ROAD LEFT s umssw4xxcuq woRK R4-7 c CR054 8 XERE xo 1 1 1 c x 1s xo ax6aO W20-1 R9-11 L R9-11 R I1 1 NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED.IF ENCROACHMENT IS NECESSARY, LANE SHALL BE CLOSED. (see TCPS in this plan set for optional lane closures) e1 I h 1 1 11 11 1 1 1 ROAD WORK 1 1 1 1 AHEAD W20-1 111111 MANDATORY 111111 DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH 1 1 1 1 1 1 I I 1 1 GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE ADDL.NOTES: OF CLOSURE: 206-477-1140(if applicable) 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 5. PROTECTIVE VEHICLE RECOMMENDED-MAY BE A WORK TRUCK. 6. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. 7. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). 8. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. CONTRACTOR PROJECT# PREPARED BY Chris Grose F*3 wuNxDaxsWErruHccI_-,] SUPERVISOR ^ PROJECT LOCATION PHONE# SUPERVISOR 'i Kent,WA 253-258-1419 "-OIE 1^ PHONE NUMBER `•�/ KENT DATE PREPARED SHEET# EMAIL "fU'N �ia1R '".o.o. 2123123 KENT.09 chris rafficcontrol lan.net Exi.z616 SIGN SPACING•X TRAFFIC CONTROL PLANP: KENT,WA �pN N DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 2C ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC zs F3o mRx xave nl USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. ^ Nor r sscaLE ..iv, y f Resioexura ausNEss asracr wAAdddWWWi►►► WAC 2961553055ECTION 9(C) R .+t PDSTED e I RuxA�aoaos a va N (\\"./"/�.S III—RnPw as�wne ATensicD T "" 01 SPEED IF APPLICABLE - (4111s$PALING nuv eENREDucEOOlu u,m,utEAe TO ITT LIMIT THESE SIGNS SHALL B DISPLAYED ROA—Lo D-1 s AND DarvswAvs. MANDATORY f DURING NON-WORKING HOURS _ ONE LANE,TWO-WAY TRAFFIC TAPER SPECS ACCORDING TO RCW 47.36.200-.RING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE TAPER rvPE LENOTN can a of DEVICES REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH DP9TREAM TAPER s0'TO 109 6 DEVX£MIN. UNEVEN DOWNSTREAM TAPER 6 DEVICE MIN. LANES so'TO FxiWB-2001 u�W21-1701 W.-11 TABLE(1) CHANNELIZATION DEVICE SPACING FEET - T. 29"REFL.COME m r. ADVANCE WARNING SIGNS pram SPACED N(Xi OR AS PER SITE MANDATORY REFER TO SIGN CODITIONS CHART. FLAGGERS SHALL CONFORM TO FLAGGER TAPER WAC296.1S5.3058468.95.302 SHALL MAINTAIN 11' MIN LANE WIDTH Qry 4 � iW2 a I_W20-]6 01 r Y LEGEND MANDATORY 1? 24 x12 ] T'. WORK AREA PEDESTRIAN ESCORT:Slop work,secure passable g `"'"` ADA compliant pedestrian access on SSIsting sidewalk PED R9-11L ••••• 28"REEL.CONE (4'min.).Clear zone must ba free of overhead hazards EscoOi when pedestrians are moving through work 1i SIGN LOCATION FLAGGER TAPER EXISTING TRAFFIC FLOW POSTED Y //// SIGNAL SHALL FLASH RED-ALL DIRECTIONS. SPEED UPO SHALL COUNTERMAND SIGNAL. eZe FLAGGING STATION (UNIT S 259 VL \\ 24"x 12"' (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) ADVISORY Y. 35 `ems ` UPO SHALL CONTROL ALL TRAFFIC I R9 11R MOVEMENTS WITHIN INTERSECTION. Puget Sound FS#73 26512 Military Rd S / Kent,WA 98032 METRO STOP® IN VICINITY OF WORK AREA UNAFFECTED BUT UNAFFECTED BY CLOSURE wzo-7a w2oaa •o-7b ADDL.NOTES: PMTDD GENERAL NOTES' wzal wz0-7b 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. D 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 1 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE:206-477.1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 5.ALL SIGNS MIN.48"X 48"UNLESS OTHERWISE SPECIFIED. 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). o 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE - INTERSECTIONS AND/OR DRIVEWAYS. o SIGN SPACING-X TRAFFIC CONTROL PLAN fL"y°no IF APPLICABLE KENT,WA THESE SIGNS SHALL BE DISPLAYED es- DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE DURING NON-WORKING HOURS mil} ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC ACCORDING TO R.47.36.200 w T S xs i3o mPN xcva nl USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. Nor r ssca�E wAAdddWWWi►►► WAC 296-155305 SECTION 9(C) c I va Nl �•.'o[� (IIE�xanmrs.'—P A—STED T Hn UNEVEN (4 TNISRSOP^A-11 171EIIMM—EOO11 u,m,nREns TO Or LVIEs NEXTW&2001 D orvx W21-1701 WB-11 MANDATORY ONE LANE,TWO-WAY TRAFFIC TAPER SPECS DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE POSTED TAPER TYPE LENGrH(�etl P OF DENDEa } REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH SPEED OPSTREAM TAPER 2 0'TO 109 6 DEVICE MIN. UNIT DOWNSTREAM TAPER 10'TO 109 6 DEVIDE MIN. 1 TABLE(i) Y ADVANCE WARNING SIGNS _ CHANNELIZATION DEVICE SPACEO@(A)OR AS PER SPACING FEET SITE CONDITIONS. nx�vr^M3 REFER TO SIGN SPACING CHART. p�a IC MANDATORY - a' MANDATORY o-Ta FLAGGERS SHALL CONFORM TO /���/�,\ wzal WAC. 'S5.3U5846895.302 PEDESTRIAN ESCORT:Stop work,secure passable '% aT 10PmWzalc ADA compliant pedestrian access on existing sidewalk (4'min.).Clear zone must he free of overhead hazards when pedestrians are movin through work area. RE\TR RD x 24"x 12" / ~P a'G3= LEGEND R9-11R° SIGNAL SHALL FLASH RED-ALL DIRECTIONS. Go _ FLAGGER TAPER UPO SHALL COUNTERMAND SIGNAL. 3N 3 It 'a ' ® POSTED WORK AREA SPEED / V/ (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) d x o /%I UNIT 24'x 12" UPO SHALL CONTROL ALL TRAFFIC �1 ••••• 28"REFL.CONE i Z5g p1- MOVEMENTS WITHIN INTERSECTION. H SIGN LOCATION RB-11R F; ESCORT 2e"REFILCONE ADVISORY �— EXISTING TRAFFIC FLOW W FLAGGING STATION /.\ METRO STOP ® SHALLMMNTAW 17' (((\\\•"'VVV'RRR+++///))) UNAFFECTEEDD MIN LANE WIDTH Puget Sound W.Ta 26512 Militaryy Rd S Rd 9 FLAGGERTAPEN Kent,WA 98032 wzaTe QO IN VICINITY OF WORK AREA Qi BUT UNAFFECTED BY CLOSURE mn wzal ,gyp � Mc-7s ADDL.NOTES: GENERAL NOTES: o-m 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE:206-477.1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 5.ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)for spacing distances). o 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE - INTERSECTIONS AND/OR DRIVEWAYS. o SIGN SPACING-X TRAFFIC CONTROL PLANfL IF APPLICABLE KENT,WA THESE SIGNS SHALL BE DISPLAYED es- DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE DURING NON-WORKING HOURS mil} ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC ACCORDING TO R.47.3111ml W T $ xs r3o mPN xava nl USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. Nor r sscart wAAdddWWWi►►► WAC 296-155305 SECTION 9(C) v I va Nl �•.'o[� (IIS�xanmrs asywne A—STEDT Nn UNEVEN (4 TNlsaSM-1v 1ElEIIMM—EoDlu uaanN narws TO Or LVIES MEXTW&2001 X orvWW21-1701 WB-11 MANDATORY ( PosrTD SPEED 3`_ ONE LANE,TWO-WAY TRAFFIC TAPER SPECS LIMIT ;. ORRING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE f TAPERrvPE 21 TO 109 a or o C MIN REMOVED AND ROW SHALL BE OPENEDTOITSFULL WIDTH OT, 11P5TREAM TAPER s0'TO 10tt fi OEVXE MIN. DOWNSTREAM TAPER 10'TO fi DEVICE MIN. TABLE(1) CHANNELIZA"ON DEVICE Pm^ - SPACING FEET - ADVANCE WARNING SIGNS SPACED b$(%)OR AS PER ro SITE CONDITIONS. zsnD ID TO ZD as REFER TO SIGN SPACING CHART. MANDATORY - a' SIGNAL SHALL FLASH RED-ALL DIRECTIONS. FLAGGERS SHALL CONFORM TO UPO SHALL COUNTERMAND SIGNAL. WAC. 'S5.3U58468.95.3D2 (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) F'►�a UPO SHALL CONTROL ALL TRAFFIC MP p 7b $ MOVEMENTS WITHIN INTERSECTION. Wp.7x i 24"x 12" H y 24"x 12" R9-11R SREITH RD LEGEND ® a L�R9-11R a'7 a WORK AREA i y n\ 28"REFL.CONE '" P E ••••• 28"REFL.CONE IDSTCD FLAGGER TAPER H SIGN LOCATION L r �- EXISTING TRAFFIC FLOW 35 S2r'9 P` ` ADVISORY eyzj; .e / / ' SXALLIWMAN N' r Igln FLAGGING STATION I / MIN LANE WIDTH Puget Sound FS#73 METRO STOP® 26512 Military Rd S UNAFFECTED Kent,WA 98032 IN VICINITY OF WORK AREA IE W.- BUT UNAFFECTED BY CLOSURE s 810PFOW2a7b FLAGGERTAPER �� ADDL.NOTES: GENERAL NOTES: a1 �/wza7a 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). pP w2am 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE <f OF CLOSURE:206-477.1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD µ W2a1 5.ALL SIGNS MIN.48"X 48"UNLESS OTHERWISE SPECIFIED. 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)1or spacing distances). o 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE - INTERSECTIONS AND/OR DRIVEWAYS. o SIGN SPACING-X TRAFFIC CONTROL PLAN 1K� "y°no IF APPLICABLE KENT,WA HE THESE SIGNS SHALL BE DISPLAYED es- DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE DURING NON-WORKING HOURS mil} ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC ACCORDING TO R.47.3111ml w T S xs 13o maR xava nl USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. Nor r sscA�E wAAdddWWWi►►► WAC 296-155305 SECTION 9(C) v I 111 ux RSAFAwxGS UA PNnN +} a[[00 O O UNEVEN 1z)rw"smmAa,r co EW Souceo0I,uAll 1—W— aanu ARrws ro Flr P11 LIm1T LVIEs W2a1 W&2001 W21-1701 WB-11 MANDATORY ONE LANE,TWO-WAY TRAFFIC TAPER SPECS FREED NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE TAPER TYPE LENGrR can a of oEVICEs REMOVED AND ROW SHALL BE OPENED TO ITS FULL WIDTH OPSTREAM TAPER s0'TO 10tt 6 DE MIN. DOWNSTREAM TAPER 6 DE MIN. _ TABLE It) CHANSNELIZA I—EFEETTION DEVICE - PACING _ T PO ADVANCEWARNINGSIGNS °1 E SPACED G(X)OR AS PER a�=n SITE CONDITIONS. m MANDATORY REFERTOSIGNSPACINGCHARL d 9 FLAGGERS SHALL CONFORM TO WAC. 'S5.3US 8463.95.302 78 RFR.CONE a 24'%12" amP W20-]b ��W2p-1 x Y SIGNAL SHALL FLASH RED-ALL DIRECTIONS. RAGGERTAPER YIW20.7e — UPO SHALL COUNTERMAND SIGNAL. IF► (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) R9.11H 3<W FLAGGER LEGEND UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. S REITH RD nN p c a WORK AREAdx n SHALL MAINTA IN 11' ••••• 28"REFL.CONE POSTED 24"%12" MIN LANE WIDTH SPEED S H SIGN LOCATION umN EXISTING TRAFFIC FLOW ® g259 `` R9-11R ADVISORY Y. FLAGGING STATION I Puget Sound FS#73 METRO STOP 2 S UNAFFECTED® Kent WA 98 32 IN VICINITY OF WORK AREA y BUT UNAFFECTED BY CLOSURE wza]a ie0 11 wza]a mp P owzo-]n ADDL.NOTES: GENERAL NOTES: 01 manab 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. P 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND a+ DATES(OPTIONAL). 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE OF CLOSURE:206-477.1140(MANDATORY) 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 5.ALL SIGNS MIN.48"X 48"UNLESS OTHERWISE SPECIFIED. 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE (1)1or spacing distances). o 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE - INTERSECTIONS AND/OR DRIVEWAYS. o SIGN SPACING=X MINIMUM LANE CLOSURE TAPER LENGTH=L Nee[) TRAFFIC CONTROL PLAN LANE PM-d Speed(mph) KENT,WA N LEGEND 251..MPx SO I2I 0 WORK AREA W 8 I I ResIDE a VI A N D W20 1 S U)Au SPACING MAY BE AwUSTED To I I N N N N IK 28"REFL.CONE (2)THIS SRAC111 MA Y 11NReoucioO1NN IR AANDN AREns Tom ED NOT TO SCALE I I H SIGN LOCATION TABLE(1) LIZATION DEVICE ° W2G-7b I Y I ® EXISTING TRAFFIC FLOW SPACING FEET I I I I � UNIFORMED POLICE OFFICER SIGNAL SHALL FLASH RED-ALL DIRECTIONS. W20-7 UPO SHALL COUNTERMAND SIGNAL. I I SEQUENTIAL ARROWBOARD (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) I I e UPO SHALL CONTROL ALL TRAFFIC I I MOVEMENTS WITHIN INTERSECTION. SHALL MAINTAIN I V MIN.LANE WIDTH I I 36"x 24" 1 1 36"x 24" tW12L METROSTOP [MIKKWALK1*UNAFFECTED 1 1CROSKWALKjW2O-1R±W2GI ® eL0.RED W20-7a R93XC R9-3XC __._._...e_ _ _ 36"x 24" 36"x 24" CROSSWALK I I CROSSWALK METRO STOP W SMITH ST CLOSED CLOSED WMD UNAFFECTED R9-3XC 1 1 R9-3XC Mo W213-1 T < 1N20-7a ONLY ONE CROSSWALK I 6 I TAPER=L SHALL BE CLOSED AT A TIME TAPER=L/2 I I METRO STOP UNAFFECTED I I ADVANCE WARNING SIGNS I SPACED W(X)OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. 1 Work on Arterial Streets occuring on I weekdays shall not occur outside the hours I of 9:00 A.M.to 3:00 P.M. MANDATORY GENERAL NOTES: 1 DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE I w20-7a REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. I 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). I 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCECONTRACTOR OF CLOSURE:206.477-1140 I STOP W20-7b SUPERVISOR JOBNAME 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 2022 Plastic Refresh project CONDITIONS. I NE NUMBER j—) PR 5.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. PHONE O�EKent WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE 111 11 tSUPERVISOR 2L PNONE NUMBER IN.) ETNUMBE BATE (1)for spacing distances). FA0 w2D-1 PREPARED BY P sxECK.35 R 12/21/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE David Barnes 253- 1-24 INTERSECTIONS AND/OR DRIVEWAYS. A a david trafficcontrol lan.net SIGN SPACING=X MINIMUM LANE CLOSURE TAPER LENGTH=L Nee[) TRAFFIC CONTROL PLAN PM-d Speed(mph) KENT,WA N h.n LEGEND Rom zs 1.�Nxx zoo=la N. 111 tIt Q WORK AREA W 8 REs�OENTAL A OU INTERCHANGE D wz6 1 to ALL SSPAACI a cARY BE PDEUST°TO ACCOMMODATE I I ..... S (2)THIS SPAciN1 my BE"REDUCED°Ix AND AREAS ro a. 28"REFL.CONE NOT TO SCALE I I fi SIGN LOCATION TABLE(1)CHAN LIZATION DEVICE EDW20-7b I Y I ® « SPACING FEET I I EXISTING TRAFFIC FLOW SIGNAL SHALL FLASH RED-ALL DIRECTIONS. I UNIFORMED POLICE OFFICER 'FTF MC I ` UPO SHALL COUNTERMAND SIGNAL. I I SEQUENTIAL ARROWBOARD (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) SHALL MAINTAIN I V I I e MIN.LANE WIDTH UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. I I I I I I 36"x 24" I I 36"z 24" TAPER=L I METRO STOP tROSBwALR y W20-7a UNAFFECTED -n! I I CROSBwALR W4-2R±-2-L±W2-7 ® CLOSED R_9 Xc R33XC — — — — — — — — — — — — — — — — — — — —!— — — ».� �.«.... .«.�.... :. 36"x 24" 36"x 24" CROSSWALK I I CROSSWmS METRO STOP W SMITH ST CLOSED CLOSED t-213-14.2.<L I �L., I I UNAFFECTED TAPER=L I R93XC R1-3XC wazR 11 w20-7a I a I ONLY ONE CROSSWALK I SHALL BE CLOSED AT A TIME METRO STOP UNAFFECTED I I ADVANCE WARNING SIGNS SHALL MAINTAIN I V I SPACED W(X)OR AS PER MIN.LANE WIDTH SITE CONDITIONS. I Work on Arterial Streets occuring on REFER TO SIGN SPACING CHART. Weekdays shall not occur outside the hours I of 9:00 A.M.to 3:00 P.M. I I GENERAL NOTES: I M{+ MANDATORY I n W20-7a DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND I DATES(OPTIONAL). I 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCECONTRACTOR OF CLOSURE:206-477-1140 1 1 STOP W20-7b SUPERVISOR 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 2022 Plastic Refresh Oproject CONDITIONS. I NE NUMBER PR 5.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. PHONE O�EKent WA 6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE 111 11 t SUPERVISOR�� PNONE NUMBER IN.) ETNUMBE BATE (1)for spacing distances). cm W2D-1 PREPARED By P sxECK.36 R 12/21/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE David Barnes PHONE 1-24 INTERSECTIONS AND/OR DRIVEWAYS. ,Chi'^- =.-e a.N Aa """ david trafficcontrol lan.net SIGN SPACING=X MINIMUM LANE CLOSURE TAPER LENGTH=L Nee[) TRAFFIC CONTROL PLAN PM-d Speed(mph) KENT,WA N RH xs 1.MPx soo.m _ t t I t W 8 e. I I LEGEND Io Au SPACING MINTERCHANGEI I S (z)mMsvA wnv.....cio°INN AND ARPas TO RT 0 WORKAREA NOT TO SCALE I I TABLE I 9 I ® 28"REFL.CONE CHANNELIZATION DEVICE AIIEAD W20-1 SPACING FEET I I H SIGN LOCATION N I I f EXISTING TRAFFIC FLOW I I I I e SEQUENTIAL ARROWBOARO I I I I TAPER=LMET I I 36'x 24" I I 36"x 24" UNAFF STOP FROST Y CROSSWALK IW20-1 UNAFFECTED CLOSED I CE0.SED ® R9-3XC R9-3XC — — — — — — — — — — — — — — — — — — —:— — WHALLBECLOSEDATATIME s — — — — -o— — — — — — — — — — — — — — — — — --- — — — — — . — ......».»..«e»e •• .�.— — — — — — — — — — — — — — — — — — — —11"x 24"I CROSSWALK METRO TOP W SMITH ST ROAD « CLOSED UNAFFECTED I R9.3XCBw W20-1 EEn W20dR W4-2L 6 II I ONLY ONE CROSSWALK SHALL BE CLOSED AT A TIME UNAFFECTED I ADVANCE WARNING SIGNS SPACED W(X)OR AS PER I Work on Arterial Streets occuring on SITE CONDITIONS. I weekdays shall not occur outside the hours REFER TO SIGN SPACING CHART. of 9:00 A.M.to 3:00 P.M. I I Mu wzo-1 I I MANDATORY I DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE GENERAL NOTES: REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I I 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. I 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). I 3.ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE CONTRACTOR OF CLOSURE:206-477-1140 SUPERVISOR 4.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 2022 Plastic Refresh D raAec CONDITIONS. PHONE NUMBER 1—) PR I NE OjE 5.ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. Kent WA xE R DATE(1)6.CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE III IltSUPERVISOR oI PHONE NUMBER IN.) s ETNUMBE E (1)for spacing distances). PREPARED By P CK.37 12/21/21 7.ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE David Barnes 25 HE 1-24 INTERSECTIONS AND/OR DRIVEWAYS. .au"w^- ✓8.-. A "-" daa vid@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH ■L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph)WIDTH KENT,WA �* (et) 25 30 35 40 41 50 55 60 65 70 a�I 10 105 1. 2o1 210 450 mo 550 11 115 165 225 295 495 550 605 660 - - J A^� 12 125 180 245 320 AD 600 660 720 780 MO WORK II t I W r E SIGN SPACING ■X AHEAD W20-1 I I FREEWAYS d EXPRESSWAYS 55/70 MPH 1500'1 RURAL HIGHWAYS 60165 MPH 800'4 I I RURAL ROADS 45155 MPH 500's NOT TO SCALE RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'a *.20-IR RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200'S(2)RESIDENTAL S BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'1(2) I I Q (i)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2j THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT I I ROADWAY CONDITIONS. TABLE(1) *W4-2L CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT SORO 40 BD fl3 3D sD : I I SIGNAL SHALL FLASH RED-ALL DIRECTIONS. z5130 20 40 CONE TAPER=L UPO SHALL COUNTERMAND SIGNAL. I I (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) I I UPO SHALL CONTROL ALL TRAFFIC POSTED `�I I MOVEMENTS WITHIN INTERSECTION. SPEED LIMIT ,I I z 20-7a METRO STOP W UNAFFECTED II W20-7a 20-7b±W20-1 - - - - - - - - - - ® nuuuua�um ft- - - - - - - - - - - �_ C POLICE I�pllllllllb L 36'x24" WJAMESST ;W720-1 BE 1••�• ♦ CROSSWALK PREPARED TO — ■ •I I CLOSED STOP II W20-7b W20-7a R9-3XC 36"x 24" I I T 18"Jx�24°CROSSWALK • I I / CLOSED ADVANCE WARNING SIGNS R9-3XC R3-5R SPACED @(X)OR AS PER I ` I MODIFIED SITE CONDITIONS. ,l REFER TO SIGN SPACING CHART. I I POSTED W20-7a I � I SPEED LIMIT T I •r. � W1-4 I I' I IC 28"REFL.CONE I� ROAD `j 18"x 24" AWileao LEGEND KEEP W20-1 H WORK AREA R4-7 R -7 ■■■■ 28"REFL.CONE 44 SIGN LOCATION EXISTING TRAFFIC FLOW RAMSEY WAY 0 SEQUENTIAL ARROWBOARD •,. woRDic I I� CONE TAPER=L AHEAD wzo-, I I W4-2L I I I 3 RIGHT IAXF GENERAL NOTES: cLos6D 4_AD W20-5R 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD.2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND 2o 1 KENT DATES(MANDATORY). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE CONTRACTOR OF CLOSURE: 206-477-1140 SUPERVISOR JOBNAME 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. PHONE NUMBER(.Oita) PROJECT LOCATION 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. WABNIXONNSIATEiR4iHOE0NROL Kent WA 6. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE (1)for spacing distances). cN KPM 2021.15 1/16/20 X PREPARED BY PHONER 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT a oizPh^ ChIS INTERSECTIONS AND/OR DRIVEWAYS. T u4 6.tsr' E-MAIL r 2 -2 -141 *x chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH ■L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA (e,t) �* WIDTH 25 30 35 40 q5 50 55 60 65 ]0 a�1 10 105 1so zos no as0 soo 550 11 115 165 225 295 495 550 605 660 - - 1a 1a J A^� 12 125 180 245 320 Sao WO 660 ]20 T80 MO WpRK •I• I W r E SIGN SPACING .X W20-1 I I FREEWAYS d EXPRESSWAYS 55/70 MPH 1500'1 RURAL HIGHWAYS 60165 MPH 800'4 I I RURAL ROADS 45155 MPH 500's NOT TO SCALE RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'a *W20-5R I I Z RURAL ROADS 8 URBAN ARTERIALS 25 130 MPH 200'1(2) RESIOENTAL 8 BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'S(2) I I v (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,-INTERSECTIONS AND DRIVEWAYS. (2j THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT I I ROADWAY CONDITIONS. TABLE(1) *W4-2L CHANNELIZATION DEVICE SPACING feat I I MPH TAPER TANGENT Sono ao Bo 28"REFL.CONE 3s/as 3o so I I SIGNAL SHALL FLASH RED-ALL DIRECTIONS. z513o 20 40 4 UPO SHALL COUNTERMAND SIGNAL. I I (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) I I UPO SHALL CONTROL ALL TRAFFIC POSTED `�I I MOVEMENTS WITHIN INTERSECTION. SPEED LIMIT ;I I z T W2O-7a y I ±W20-7b *W20-1 aMETRO STOP UNAFFECTED I 1111 W20-7a ® IIIIIIIIIIIIIIIIIIIII f 5 8 — — — — — — POLICE 18"X 24" — — — — — — — �— KEEP .� _ _ — _ _ — _ _ _ 1 RIGHT R4-7 O y un ullini Nnm 36'x 24" W JAMES ST *W20-1 BEPREPAREDTO �STOP W20-7b W20-7a I:. R9-3XC 36"x 24" CROSSWALK 18"x 24" CLOSED ADVANCE WARNING SIGNS oN R93XC SPACED @(X)OR AS PER - I :I R3-5L SITE CONDITIONS. MODIFIED REFER TO SIGN SPACING CHART. I �I W20-7a POSTED I I SPEED LIMIT I ! I CONE TAPER=L T I I I � I I I I I I I ROAD ,i WORK LEGEND I W4-21R AHEAD wzo-1 Q WORK AREA ■■■■■ 28"REFL.CONE t I SIGN LOCATION f EXISTING TRAFFIC FLOW RAMSEY WAY 0 SEQUENTIAL ARROWBOARID I ROAD I LEFTUKE WORK CLOSED AHEAD ARUD W20-1 I W20.5L I I ROAD GENERAL NOTES: Axeao 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. I �/ 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND w a DATES(MANDATORY). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE CONTRACTOR OF CLOSURE: 206-477-1140 SUPERVISOR JOBNAME 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. PHONE NUMBER(office) PROJECT LOCATION 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. w EiKCTOx AE R Hccox naL Kent WA 6. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE SUPERVISOR PHONE NUMBER(tax) SHEET NUMBER DATE (1)for spacing distances). w K KPM 2021.16 1/16/20 H 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE PREPARED BY PHONE# 012 °"o" hri r 2 -2 -141 su INTERSECTIONS AND/OR DRIVEWAYS. T udM Galq E-MAIL Chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph)WIDTH KENT,WA �* (ke0 25 30 35 40 41 50 55 60 65 70 a�I 10 105 1. 201 210 4s0 mo 550 11 115 165 225 295 495 550 605 660 12 125 180 245 320 1 AD 1 600 660 720 1 780 1 MO `7(7 E SIGN SPACING -X ROAD I WORK FREEWAYS d EXPRESSWAYS 55/70 MPH 1500'1 AHEAD I RURAL HIGHWAYS 60165 MPH 800'4 W2U-1 S RURAL ROADS 45155 MPH 500'A I NOT TO SCALE RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'S RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'1(2) I RESIDENTAL&BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'1(2) (i)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE I RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. *W20-IR (2j THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT I ROADWAY CONDITIONS. TABLE(1) CHANNELIZATION DEVICE I SPACING feet MPH TAPER TANGENT I SaRO 40 SO 35/45 30 60 I 25130 20 40 *W4-2L I I I I z I I I I CONE TAPER=L I I 28"REFL.CONE � I POSTED 36"x 24" I: SPEED CROSSWALK LIMIT CLOSED I� R9-3XC C w36"x 24" Roao a TMETRO STOP r CROSSWALK Axeno UNAFFECTED cLoseD w20-1 ® 1111111111111111�I1J R9-3XC f o o —• —— — — — — — — — — ~ I I11111111111111111111111 RDAo ` W JAMES ST wDRN I ,l r AHEAD W20-1 I I I. CONE TAPER=L h I , LEGEND 0 WORK AREA POSTED ■■■■■ 28"REFL.CONE SPEED LIMIT I I H II II WSIGN LOCATION 4-2L EXISTING TRAFFIC FLOW SEQUENTIAL ARROWBOARD ADVANCE WARNING SIGNS 3 *�AL�2A20-5R SPACED @(X)OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. ROAD WORT( GENERAL NOTES: AHEAD W20-1 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. • 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND KENT DATES(MANDATORY). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE CONTRACTOR OF CLOSURE: 206-477-1140 SUPERVISOR JOB NAME 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. PHONE NUMBER(office) PROJECT LOCATION 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. Kent WA WISHINGTON bTA1EiMRI000NTROI PHONE NUMBER(fax) SHEET NUMBER DATE 6. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE SUPERVISOR KPM 2021.19 1/16/20 (1)for spacing distances). Nn o yoM1 PREPARED PHONE# 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE oiz� °o hri Grose 253-258-141 u INTERSECTIONS AND/OR DRIVEWAYS. T ud GoAzq E-MAIL chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH .L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph)WIDTH KENT,WA �* (keO 25 30 35 40 41 50 55 60 65 70 a�I 10 105 1. 201 210 4s0 mo 550 11 115 165 225 295 495 550 605 660 12 125 180 245 320 1 AD 1 600 660 720 1 780 1 MO `7(7 E SIGN SPACING .X ROAD I I WORK FREEWAYS d EXPRESSWAYS 55/70 MPH 1500'1 AHEAD I I RURAL HIGHWAYS 60165 MPH 800'4 W2U-1 S RURAL ROADS 45155 MPH 500'A I I NOT TO SCALE RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'S RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'1(2) I I RESIDENTAL&BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'1(2) (i)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE I I RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. *W20-IR (2j THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT I I ROADWAY CONDITIONS. TABLE(1) CHANNELIZATION DEVICE I I SPACING feet MPH TAPER TANGENT I I SaRO 40 SO 35/45 30 60 I I 25130 20 40 I°1 I I W4-2L I I I I 28"REFL.CONE I I z I I I SIGNAL SHALL FLASH RED-ALL DIRECTIONS. I I UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) I I UPO SHALL CONTROL ALL TRAFFIC I ' I *W20-7a MOVEMENTS WITHIN INTERSECTION. CONE TAPER=L • 14 I' 18"x 24" POSTED 36"x 24" :I SPEED cRosswALK oK LIMIT CLOSED R3-5L R9-3XC I- MODIFIED 1 36"x 24" tW20-7±aW20-7tbW20-j TMETRO STOPCROSSWALKUNAFFECTED CLDSED ® t116,1I111Ufl ttt R9-3XC f — — — — — — — — — — f p f POLICE — — — — - — — —� �— ___ I Illt 1111HIHf tHH��fH BE I W JAMES ST ROAD PREPARED I ��!' WORK TO •I AHEAD W20-1 STOP W20-76 W20-7a I I ••I CONE TAPER=L LEGEND I I 0I I WORK AREA POSTED SPEED I ■■■■■ 28"REFL.CONE W2D-7a LIMIT I I H SIGN LOCATION T I I W4-2R �— EXISTING TRAFFIC FLOW I I SEQUENTIAL ARROWBOARD I I ADVANCE WARNING SIGNS I A6 Wz0-sL SPACED @(X)OR AS PER SITE CONDITIONS. REFER TO SIGN SPACING CHART. I fit ROAD WORK GENERAL NOTES: axea0 W20-1 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. • 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND KENT DATES(MANDATORY). 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE CONTRACTOR OF CLOSURE: 206-477-1140 SUPERVISOR JOB NAME 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. PHONE NUMBER(office) PROJECT LOCATION 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. Kent WA WASHINGTONbTA1EiMRIGGONTNOI PHONE NUMBER(fax) SHEET NUMBER DATE 6. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE SUPERVISOR KPM 2021.20 1/16/20 (1)for spacing distances). I+^ o yoM1 PREPARED PHONE# 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE oiz� °o hri Grose 253-258-141 u INTERSECTIONS AND/OR DRIVEWAYS. T ud GoAzq E-MAIL chris@trafficcontrolplan.net STATE AND FEDERAL PREVAILING WAGE RATES 2023 Road Diets/Holcomb A - 4 December 29, 2023 Federal Aid Number: HSIP-OOOS(604) Project Number: 21-3003 12/28/23, 3:19 PM about:blank State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 01/23/2024 County_ Trade Job Classification Wage Holiday Overtime Note *Risk Class King (Asbestos Abatement Workers Journey Level $59.07 5D 1 H View King Boilermakers Journey Level $74.29 5N 1C View King Brick Mason Journey Level $69.07 7E 1 N View King Brick Mason Pointer-Caulker-Cleaner $69.07 7E 1 N View King Building Service Employees Janitor $29.33 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $29.78 5S 2F View King Building Service Employees Window Cleaner (Non-Scaffold) $32.93 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $33.93 5S 2F View King Cabinet Makers (In Shop), Journey Level $22.74 1 View King CCarpenters Acoustical Worker $74.96 15J 4C View King Carpenters Bridge, Dock And Wharf $74.96 15J 4C View Carpenters King Carpenters Floor Layer Et Floor Finisher $74.96 15J 4C View King Carpenters Journey Level $74.96 15J 4C View King Carpenters Scaffold Erector $74.96 15J 4C View King Cement Masons Application of all Composition $72.87 15J 41J View Mastic King Cement Masons Application of all Epoxy $72.37 15J 41J View Material King Cement Masons Application of all Plastic $72.87 15J 41J View Material King Cement Masons Application of Sealing $72.37 15J 41J View Compound King Cement Masons Application of Underlayment $72.87 15J 41J View King Cement Masons Building General $72.37 15J 41J View King Cement Masons Composition or Kalman Floors $72.87 15J 41J View King Cement Masons Concrete Paving $72.37 15J 41J View King Cement Masons Curb Et Gutter Machine $72.87 15J 41J View King Cement Masons Curb Et Gutter, Sidewalks $72.37 15J 41J View King Cement Masons Curing Concrete $72.37 15J 41J View King Cement Masons Finish Colored Concrete $72.87 15J 41J View about:blank 1/18 12/28/23,3:19 PM about:blank King Cement Masons Floor Grinding $72.87 15J 41.1 View King Cement Masons Floor Grinding/Polisher $72.37 15J 4U View King Cement Masons Green Concrete Saw, self- $72.87 15J 4U View powered King Cement Masons Grouting of all Plates $72.37 15J 4U View King Cement Masons Grouting of all Tilt-up Panels $72.37 15J 4U View King Cement Masons Gunite Nozzleman $72.87 15J 4U View King Cement Masons Hand Powered Grinder $72.87 15J 4U View King Cement Masons Journey Level $72.37 15J 4U View King Cement Masons Patching Concrete $72.37 15J 4U View King Cement Masons Pneumatic Power Tools $72.87 15J 4U View King Cement Masons Power Chipping Et Brushing $72.87 15J 4U View King Cement Masons Sand Blasting Architectural $72.87 15J 4U View Finish King Cement Masons Screed Et Rodding Machine $72.87 15J 4U View King Cement Masons Spackling or Skim Coat $72.37 15J 4U View Concrete King Cement Masons Troweling Machine Operator $72.87 15J 4U View King (Cement Masons Troweling Machine Operator on $72.87 15J 4U View Colored Slabs King Cement Masons Tunnel Workers $72.87 15J 4U View King IDivers Et Tenders Bell/Vehicle or Submersible $129.71 15.1 4C View Operator (Not Under Pressure) King IDivers Et Tenders Dive Supervisor/Master $93.94 15J 4C View King Divers Et Tenders Diver $129.71 15J 4C 8V View King Divers Et Tenders Diver On Standby $88.94 15J 4C View King Divers Et Tenders Diver Tender $80.82 15J 4C View King IDivers Et Tenders Hyperbaric Worker - $93.26 15.1 4C View Compressed Air Worker 0-30.00 PSI King Divers Et Tenders Hyperbaric Worker - $98.26 15J 4C View Compressed Air Worker 30.01 - 44.00 PSI King Divers Et Tenders Hyperbaric Worker - $102.26 15.1 4C View Compressed Air Worker 44.01 54.00 PSI King Divers Et Tenders Hyperbaric Worker - $107.26 15.1 4C View Compressed Air Worker 54.01 - 60.00 PSI King Divers Et Tenders Hyperbaric Worker - $109.76 15J 4C View Compressed Air Worker 60.01 64.00 PSI King Divers Et Tenders Hyperbaric Worker - $114.76 15J 4C View Compressed Air Worker 64.01 68.00 PSI King Divers Et Tenders Hyperbaric Worker - $116.76 15J 4C View Compressed Air Worker 68.01 70.00 PSI King Divers Et Tenders Hyperbaric Worker - $118.76 15J 4C View Compressed Air Worker 70.01 72.00 PSI about:blank 2/18 12/28/23,3:19 PM about:blank King Divers Et Tenders Hyperbaric Worker - $120.76 15J 4C View Compressed Air Worker 72.01 74.00 PSI King IDivers Et Tenders Manifold Operator $80.82 15J 4C View King IDivers Et Tenders Manifold Operator Mixed Gas $85.82 15J 4C View King (Divers Et Tenders Remote Operated Vehicle $80.82 15J 4C View Operator/Technician King Divers Et Tenders Remote Operated Vehicle $75.41 15J 4C View Tender King Dredge Workers Assistant Engineer $79.62 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $79.01 5D 3F View King Dredge Workers Boatmen $79.62 5D 3F View King Dredge Workers Engineer Welder $81.15 5D 3F View King Dredge Workers Leverman, Hydraulic $82.77 5D 3F View King Dredge Workers Mates $79.62 5D 3F View King IDredge Workers Oiler $79.01 5D 3F View King Drywall Applicator Journey Level $74.96 15J 4C View King Drywall Tapers Journey Level $74.50 5P 1 E View King Electrical Fixture Maintenance Journey Level $37.19 5L 1 E View Workers King Electricians - Inside Cable Splicer $105.59 7C 4E View King I Electricians - Inside Cable Splicer (tunnel) $113.52 7C 4E View King Electricians - Inside Certified Welder $101.98 7C 4E View King Electricians - Inside Certified Welder (tunnel) $109.56 7C 4E View King Electricians - Inside Construction Stock Person $49.28 7C 4E View King Electricians - Inside Journey Level $98.38 7C 4E View King Electricians - Inside Journey Level (tunnel) $105.59 7C 4E View King Electricians - Motor Shop Journey Level $48.68 5A 1B View King Electricians - Powerline Cable Splicer $93.00 5A 4D View Construction King Electricians - Powerline Certified Line Welder $85.42 5A 4D View Construction King Electricians - Powerline Groundperson $55.27 5A 4D View Construction King Electricians - Powerline Heavy Line Equipment $85.42 5A 4D View l Construction Operator King Electricians - Powerline Journey Level Lineperson $85.42 5A 4D View Construction King lElectricians - Powerline Line Equipment Operator $73.35 5A 4D View Construction King Electricians - Powerline Meter Installer $55.27 5A 4D 8W View Construction King Electricians - Powerline Pole Sprayer $85.42 5A 4D View Construction King Electricians - Powerline Powderperson $63.50 5A 4D View Construction King I Electronic Technicians Journey Level $63.38 7E 1 E View King (Elevator Constructors Mechanic $107.49 7D 4A View King Elevator Constructors Mechanic In Charge $116.13 7D 4A View about:blank 3/18 12/28/23,3:19 PM about:blank King Fabricated Precast Concrete All Classifications - In-Factory $21.34 5B 1R View Products Work Only King Fence Erectors Fence Erector $50.07 15J lip 8Y View King Fence Erectors Fence Laborer $50.07 15J lip 8Y View King IFlaggers Journey Level $50.07 15J 11P 8Y View King Glaziers Journey Level $79.16 7L 1y View King Heat Et Frost Insulators And Journey Level $87.15 15H 11C View Asbestos Workers King I Heating Equipment Mechanics Journey Level $96.42 7F 1 E View King IHod Carriers Et Mason Tenders Journey Level $62.49 15J 11P 8Y View King Industrial Power Vacuum Journey Level $16.28 1 View Cleaner _ King Inland Boatmen Boat Operator $61.41 5B 1 K View King Inland Boatmen Cook $56.48 5B 1 K View King Inland Boatmen Deckhand $57.48 5B 1 K View King Inland Boatmen Deckhand Engineer $58.81 5B 1K View King Inland Boatmen Launch Operator $58.89 5B 1 K View King Inland Boatmen Mate $57.31 5B 1K View King Inspection/Cleaning/Sealing Of Cleaner Operator $49.48 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Foamer Operator $49.48 15M 110 View Sewer Et Water Systems By Remote Control (King Inspection/Cleaning/Sealing Of Grout Truck Operator $49.48 15M 110 View Sewer Et Water Systems By, Remote Control King Inspection/Cleaning/Sealing Of Head Operator $47.41 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $41.20 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of TV Truck Operator $44.31 15M 110 View Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $74.96 15J 4C View King Ironworkers Journeyman $85.80 15K 11 N View King Laborers Air, Gas Or Electric Vibrating $59.07 15J lip 8Y View Screed King Laborers Airtrac Drill Operator $60.90 15J 11P 8Y View King Laborers Ballast Regular Machine $59.07 15J lip 8Y View King Laborers Batch Weighman $50.07 15J lip 8Y View King Laborers Brick Pavers $59.07 15J lip 8Y View King Laborers Brush Cutter $59.07 15J lip 8Y View King Laborers Brush Hog Feeder $59.07 15J lip 8Y View King Laborers Burner $59.07 15J lip 8Y View King Laborers Caisson Worker $60.90 15J lip 8Y View King Laborers Carpenter Tender $59.07 15J lip 8Y View King Laborers Cement Dumper-paving $60.15 15J lip 8Y View about:blank 4/18 12/28/23,3:19 PM about:blank King Laborers Cement Finisher Tender $59.07 15J 11P 8Y View King Laborers Change House Or Dry Shack $59.07 15J lip 8Y View King Laborers Chipping Gun (30 Lbs. And $60.15 15J lip 8Y View Over) King Laborers Chipping Gun (Under 30 Lbs.) $59.07 15J 11P 8Y View King Laborers Choker Setter $59.07 15J lip 8Y View King Laborers Chuck Tender $59.07 15J lip 8Y View King Laborers Clary Power Spreader $60.15 15J lip 8Y View King Laborers Clean-up Laborer $59.07 15J lip 8Y View King Laborers Concrete Dumper/Chute $60.15 15J lip 8Y View Operator King Laborers Concrete Form Stripper $59.07 15J lip 8Y View King Laborers Concrete Placement Crew $60.15 15J lip 8Y View King Laborers Concrete Saw Operator/Core $60.15 15J lip 8Y View Driller King Laborers Crusher Feeder $50.07 15J lip 8Y View King Laborers Curing Laborer $59.07 15J lip 8Y View King Laborers Demolition: Wrecking Et Moving $59.07 151 lip 8Y View (Incl. Charred Material) King Laborers Ditch Digger $59.07 15J 11P 8Y View King Laborers Diver $60.90 15J 11P 8Y View King Laborers Drill Operator (Hydraulic, $60.15 15.1 lip 8Y View Diamond) King Laborers Dry Stack Walls $59.07 15J lip 8Y View King Laborers Dump Person $59.07 15J lip 8Y View King Laborers Epoxy Technician $59.07 15J lip 8Y View King Laborers Erosion Control Worker $59.07 15J lip 8Y View King Laborers Faller Et Bucker Chain Saw $60.15 15J 11P 8Y View King Laborers Fine Graders $59.07 15J 11P 8Y View King Laborers Firewatch $50.07 15J lip 8Y View King Laborers Form Setter $60.15 15J lip 8Y View King Laborers Gabian Basket Builders $59.07 15J lip 8Y View King Laborers General Laborer $59.07 15J lip 8Y View King Laborers Grade Checker Et Transit Person $62.49 15J lip 8Y View King Laborers Grinders $59.07 15J lip 8Y View King Laborers Grout Machine Tender $59.07 15J lip 8Y View King Laborers Groutmen (Pressure) Including $60.15 15J 11P 8Y View Post Tension Beams King Laborers Guardrail Erector $59.07 15J 11P 8Y View King Laborers Hazardous Waste Worker (Level $60.90 15.1 lip 8Y View A) King Laborers Hazardous Waste Worker (Level $60.15 15J lip 8Y View B) King Laborers Hazardous Waste Worker (Level $59.07 15J 11P 8Y View C) King Laborers High Scaler $60.90 15J lip 8Y View King Laborers Jackhammer $60.15 15J lip 8Y View King Laborers Laserbeam Operator $60.15 15J lip 8Y View about:blank 5/18 12/28/23,3:19 PM about:blank King Laborers Maintenance Person $59.07 15J lip 8Y View King Laborers Manhole Builder-Mudman $60.15 15J 11P 8Y View King Laborers Material Yard Person $59.07 15J lip 8Y View King Laborers Mold Abatement Worker $59.07 15J lip 8Y View King Laborers Motorman-Dinky Locomotive $62.59 15J lip 8Y View King Laborers nozzleman (concrete pump, $62.49 15J lip 8Y View green cutter when using combination of high pressure air Et water on concrete Et rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) King (Laborers Pavement Breaker $60.15 15J 11P 8Y View King Laborers Pilot Car $50.07 15J 11P 8Y View King Laborers Pipe Layer (Lead) $62.49 15J lip 8Y View King Laborers Pipe Layer/Tailor $60.15 15J lip 8Y View King Laborers Pipe Pot Tender $60.15 15J lip 8Y View King Laborers Pipe Reliner $60.15 15J lip 8Y View King Laborers Pipe Wrapper $60.15 15J lip 8Y View King Laborers Pot Tender $59.07 15J lip 8Y View King ILaborers Powderman $60.90 15J lip 8Y View King Laborers Powderman's Helper $59.07 15J lip 8Y View King Laborers Power Jacks $60.15 15J lip 8Y View King ILaborers Railroad Spike Puller - Power $60.15 15J 11P 8Y View King Laborers Raker -Asphalt $62.49 15J lip 8Y View King Laborers Re-timberman $60.90 15J lip 8Y View King Laborers Remote Equipment Operator $60.15 15J lip 8Y View King Laborers Rigger/Signal Person $60.15 15J lip 8Y View King Laborers Rip Rap Person $59.07 15J lip 8Y View King Laborers Rivet Buster $60.15 15J lip 8Y View King Laborers Rodder $60.15 15J lip 8Y View King Laborers Scaffold Erector $59.07 15J lip 8Y View King Laborers Scale Person $59.07 15J lip 8Y View King ILaborers Sloper (Over 20") $60.15 15J 11P 8Y View King Laborers Sloper Sprayer $59.07 15J lip 8Y View King Laborers Spreader (Concrete) $60.15 15J lip 8Y View King Laborers Stake Hopper $59.07 15J lip 8Y View King Laborers Stock Piler $59.07 15J 11P 8Y View King ILaborers Swinging Stage/Boatswain $50.07 15J 11P 8Y View Chair King Laborers Tamper Et Similar Electric, Air $60.15 15J 11P 8Y View Et Gas Operated Tools i King Laborers Tamper (Multiple Et Self- $60.15 15J lip 8Y View propelled) King Laborers Timber Person - Sewer (Lagger, $60.15 15J lip 8Y View Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $59.07 15J lip 8Y View King (Laborers Topper $59.07 15J 11P 8Y View King Laborers Track Laborer $59.07 15J lip 8Y View about:blank 6/18 12/28/23,3:19 PM about:blank King Laborers Track Liner (Power) $60.15 15J 11P 8Y View King Laborers Traffic Control Laborer $53.54 15J lip 9C View King Laborers Traffic Control Supervisor $56.73 15J lip 9C View King Laborers Truck Spotter $59.07 15J lip 8Y View King Laborers Tugger Operator $60.15 15J lip 8Y View King Laborers Tunnel Work-Compressed Air $175.79 15J lip 9B View Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $180.82 15J lip 9B View Worker 30.01-44.00 psi King (Laborers Tunnel Work-Compressed Air $184.50 15J 11P 9B View Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $190.20 15J 11P 9B View Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $192.32 15J lip 9B View Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $197.42 15J lip 9B View Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $199.32 15J lip 9B View Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $201.32 15J 11P 9B View Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $203.32 15J lip 9B View Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $62.59 15J lip 8Y View Tender King Laborers Tunnel Work-Miner $62.59 15J lip 8Y View King Laborers Vibrator $60.15 15J lip 8Y View King Laborers Vinyl Seamer $59.07 15J lip 8Y View King Laborers Watchman $45.51 15J lip 8Y View King Laborers Welder $60.15 15J lip 8Y View King Laborers Well Point Laborer $60.15 15J lip 8Y View King Laborers Window Washer/Cleaner $45.51 15J lip 8Y View King Laborers - Underground Sewer General Laborer Et Topman $59.07 15J lip 8Y View Et Water King Laborers - Underground Sewer Pipe Layer $60.15 15J lip 8Y View Et Water King Landscape Construction Landscape $45.51 15J lip 8Y View Construction/Landscaping Or Planting Laborers King Landscape Construction Landscape Operator $82.25 15J 11G 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $74.96 15J 4C View King Marble Setters Journey Level $69.07 7E 1 N View King Metal Fabrication (In Shop), Fitter/Certified Welder $42.17 151 11 E View King (Metal Fabrication (In Shop), General Laborer $30.07 151 11 E View King IMetaL Fabrication (In Shop), Mechanic $43.63 151 11 E View King (Metal Fabrication (In Shop), Welder/Burner $39.28 151 11 E View King IMillwright Journey Level $76.51 15J 4C View King Modular Buildings Cabinet Assembly $16.28 1 View King Modular Buildings Electrician $16.28 1 View about:blank 7/18 12/28/23,3:19 PM about:blank King Modular Buildings Equipment Maintenance $16.28 1 View King Modular Buildings Plumber $16.28 1 View King Modular Buildings Production Worker $16.28 1 View King Modular Buildings Tool Maintenance $16.28 1 View King Modular Buildings Utility Person $16.28 1 View King Modular Buildings Welder $16.28 1 View King Painters Journey Level $51.71 6Z 11J View King Pile Driver Crew Tender $80.82 15J 4C View King Pile Driver Journey Level $75.41 15J 4C View King Plasterers Journey Level $70.91 7Q 1 R View King Plasterers Nozzleman $74.91 7Q 1 R View King Playground Et Park Equipment Journey Level $16.28 1 View Installers King Plumbers Et Pipefitters Journey Level $100.69 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $83.62 15J 11G 8X View King Power Equipment Operators Assistant Engineer $78.65 15J 11G 8X View King Power Equipment Operators Barrier Machine (zipper) $82.88 15J 11G 8X View King Power Equipment Operators Batch Plant Operator: concrete $82.88 15J 11G 8X View King Power Equipment Operators Boat Operator $83.95 7A 11 H 8X View King Power Equipment Operators Bobcat $78.65 15J 11G 8X View King Power Equipment Operators Brokk - Remote Demolition $78.65 15J 11G 8X View Equipment King Power Equipment Operators Brooms $78.65 15J 11G 8X View King Power Equipment Operators Bump Cutter $82.88 15J 11G 8X View King Power Equipment Operators Cableways $83.62 15J 11G 8X View King Power Equipment Operators Chipper $82.88 15J 11G 8X View King Power Equipment Operators Compressor $78.65 15J 11G 8X View King Power Equipment Operators IConcrete Finish Machine - $78.65 15J 11G 8X View Laser Screed King Power Equipment Operators Concrete Pump - Mounted Or $82.25 15J 11G 8X View Trailer High Pressure Line Pump, Pump High Pressure King ILower Equipment Operators Concrete Pump: Truck Mount $83.62 15J 11G 8X View With Boom Attachment Over 42 M i King F er Equipment Operators Concrete Pump: Truck Mount $82.88 15J 11G 8X View With Boom Attachment Up To 42m King IPower Equipment Operators Conveyors $82.25 15J 11G 8X View King Power Equipment Operators Cranes Friction: 200 tons and $86.48 7A 11 H 8X View over King Power Equipment Operators Cranes, A-frame: 10 tons and $78.95 7A 11 H 8X View under King Power Equipment Operators Cranes: 100 tons through 199 $84.77 7A 11 H 8X View tons, or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 tons through 44 $83.20 7A 11 H 8X View tons with attachments about:blank 8/18 12/28/23,3:19 PM about:blank King Power Equipment Operators Cranes: 200 tons- 299 tons, or $85.66 7A 11H 8X View 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $86.48 7A 11H 8X View 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 tons through 99 $83.95 7A 11H 8X View tons, under 150' of boom(including jib with attachments) King (Power Equipment Operators Cranes: Friction cranes through $85.66 7A 11H 8X View 199 tons King Power Equipment Operators Cranes: through 19 tons with $82.56 7A 11H 8X View attachments, a-frame over 10 tons King (Power Equipment Operators Crusher $82.88 15J 11G 8X View King Power Equipment Operators Deck Engineer/Deck Winches $82.88 15J 11G 8X View _ (power) King (Power Equipment Operators Derricks, On Building Work $83.62 15J 11G 8X View King ILower Equipment Operators Dozers D-9 Et Under $82.25 15J 11G 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck $82.25 15J 11G 8X View Or Crane Mount King Power Equipment Operators Drilling Machine $84.46 15J 11G 8X View King Power Equipment Operators Elevator and man-lift: $78.65 15J 11G 8X View permanent and shaft type King Power Equipment Operators Finishing Machine, Bidwell And $82.88 15J 11G 8X View Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 lbs and over with $82.25 15J 11G 8X View attachments King Power Equipment Operators Forklifts: under 3000 lbs. with $78.65 15J 11G 8X View _ attachments King Power Equipment Operators Grade Engineer: Using Blue $82.88 15J 11G 8X View Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $78.65 15J 11G 8X View King Power Equipment Operators Guardrail Punch $82.88 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump $83.62 15J 11G 8X View Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $82.88 15J 11G 8X View Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill $82.25 15J 11G 8X View I Locator King Power Equipment Operators Horizontal/Directional Drill $82.88 15J 11G 8X View Operator King ILower Equipment Operators Hydralifts/Boom Trucks Over $82.56 7A 11H 8X View 10 Tons King Power Equipment Operators Hydralifts/boom trucks: 10 $78.95 7A 11H 8X View tons and under King Power Equipment Operators Leverman $85.33 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But $83.62 15J 11G 8X View Not Including 8 Yards about:blank 9/18 12/28/23,3:19 PM about:blank King Power Equipment Operators Loaders, Overhead Under 6 $82.88 15J 11G 8X View Yards King Power Equipment Operators Loaders, Plant Feed $82.88 15J 11G 8X View King ILower Equipment Operators Loaders: Elevating Type Belt $82.25 15J 11G 8X View King (Power Equipment Operators Locomotives, All $82.88 15J 11G 8X View King Power Equipment Operators Material Transfer Device $82.88 15J 11G 8X View King Power Equipment Operators Mechanics: All (Leadmen - $84.46 15J 11G 8X View $0.50 per hour over mechanic) King ILower Equipment Operators Motor Patrol Graders $83.62 15J 11G 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel $83.62 15J 11G 8X View Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $78.65 15J 11G 8X View Distribution 8t Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators and $82.25 15J 11G 8X View I Manlifts), Air Tuggers, Strato King (Power Equipment Operators Overhead, bridge type Crane: $83.20 7A 11H 8X View 20 tons through 44 tons King (Power Equipment Operators Overhead, bridge type: 100 $84.77 7A 11H 8X View tons and over King Power Equipment Operators Overhead, bridge type: 45 tons $83.95 7A 11H 8X View through 99 tons King Power Equipment Operators Pavement Breaker $78.65 15J 11G 8X View King Power Equipment Operators Pile Driver (other Than Crane $82.88 15J 11G 8X View Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $82.25 15J 11G 8X View King Power Equipment Operators Posthole Digger, Mechanical $78.65 15J 11G 8X View King Power Equipment Operators Power Plant $78.65 15J 11G 8X View King Power Equipment Operators Pumps - Water $78.65 15J 11G 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $83.62 15J 11G 8X View King FLoweruipment Operators Quick Tower: no cab, under $82.88 15J 11G 8X View 100 feet in height base to boom King Power Equipment Operators Remote Control Operator On $83.62 15J 11G 8X View Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $78.95 7A 11H 8X View King Power Equipment Operators Rigger/Signal Person, $82.56 7A 11H 8X View Bellman(Certified) King Power Equipment Operators Rollagon $83.62 15J 11G 8X View King Power Equipment Operators Roller, Other Than Plant Mix $78.65 15J 11G 8X View King Power Equipment Operators Roller, Plant Mix Or Multi-lift $82.25 15J 11G 8X View Materials King Power Equipment Operators Roto-mill, Roto-grinder $82.88 15J 11G 8X View King Power Equipment Operators Saws - Concrete $82.25 15J 11G 8X View King Power Equipment Operators Scraper, Self Propelled Under $82.88 15J 11G 8X View 45 Yards King Power Equipment Operators Scrapers - Concrete &t Carry All $82.25 15J 11G 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 $83.62 15J 11G 8X View Yards And Over about:blank 10/18 12/28/23,3:19 PM about:blank King ILower Equipment Operators Service Engineers: Equipment $82.25 15J 11G 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $78.65 15J 11G 8X View King t1oweuipment Operators Shovel, Excavator, Backhoe, $82.25 15J 11G 8X View Tractors Under 15 Metric Tons King uipment Operators Shovel, Excavator, Backhoe: $83.62 15J 11G 8X View Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $82.88 15J 11G 8X View Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $84.46 15J 11G 8X View Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $85.33 15J 11G 8X View Over 90 Metric Tons King ILower Equipment Operators Slipform Pavers $83.62 15J 11G 8X View King I Power Equipment Operators Spreader, Topsider Et $83.62 15J 11G 8X View Screedman King Power Equipment Operators Subgrader Trimmer $82.88 15J 11G 8X View King ILower Equipment Operators Tower Bucket Elevators $82.25 15J 11G 8X View King (Power Equipment Operators Tower Crane: over 175' through $85.66 7A 11H 8X View 250' in height, base to boom King Power Equipment Operators ITower crane: up to 175' in $84.77 7A 11H 8X View height base to boom King Power Equipment Operators Tower Cranes: over 250' in $86.48 7A 11H 8X View height from base to boom King Power Equipment Operators Transporters, All Track Or Truck $83.62 15J 11G 8X View Type King Power Equipment Operators iTrenching Machines $82.25 15J 11G 8X View King (Power Equipment Operators Truck Crane Oiler/Driver: 100 $83.20 7A 11H 8X View tons and over King (Power Equipment Operators Truck crane oiler/driver: under $82.56 7A 11H 8X View 100 tons King Power Equipment Operators Truck Mount Portable Conveyor $82.88 15J 11G 8X View King Power Equipment Operators Vac Truck (Vactor Guzzler, $82.88 15J 11G 8X View Hydro Excavator) King Power Equipment Operators Welder $83.62 15J 11G 8X View King Power Equipment Operators Wheel Tractors, Farman Type $78.65 15J 11G 8X View King Power Equipment Operators Yo Yo Pay Dozer $82.88 15J 11G 8X View King Power Equipment Operators- Asphalt Plant Operators $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $82.88 15J 11G 8X View I (Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $82.88 15J 11G 8X View Underground Sewer Et Water King IPower Equipment Operators- Boat Operator $83.95 7A 11H 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $78.65 15J 11G 8X View about:blank 11/18 12/28/23,3:19 PM about:blank Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $78.65 15J 11G 8X View I [Underground Sewer Et Water King I Power Equipment Operators- Bump Cutter $82.88 15J 11G 8X View Underground Sewer Et Water King ILower Equipment Operators- Cableways $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Chipper $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Compressor $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - $78.65 15J 11G 8X View Underground Sewer Et Water Laser Screed King Power Equipment Operators- Concrete Pump - Mounted Or $82.25 15J 11G 8X View Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount $83.62 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount $82.88 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Up To 42 m King Power Equipment Operators- Conveyors $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $86.48 7A 11H 8X View Underground Sewer Et Water over King Power Equipment Operators- Cranes, A-frame: 10 tons and $78.95 7A 11H 8X View Underground Sewer Et Water under King Power Equipment Operators- Cranes: 100 tons through 199 $84.77 7A 11H 8X View Underground Sewer Et Water tons, or 150' of boom (including jib with attachments) King Power Equipment Operators- Cranes: 20 tons through 44 $83.20 7A 11H 8X View Underground Sewer Et Water tons with attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $85.66 7A 11H 8X View I Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $86.48 7A 11H 8X View Underground Sewer Et Water 300' of boom including jib with lattachments King Power Equipment Operators- Cranes: 45 tons through 99 $83.95 7A 11H 8X View Underground Sewer Et Water tons, under 150' of boom(including jib with attachments) King Power Equipment Operators- Cranes: Friction cranes through $85.66 7A 11H 8X View (Underground Sewer Et Water 199 tons King Power Equipment Operators- Cranes: through 19 tons with $82.56 7A 11H 8X View Underground Sewer Et Water attachments, a-frame over 10 tons King Power Equipment Operators- Crusher $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/Deck Winches $82.88 15J 11G 8X View Underground Sewer Et Water (power) about:blank 12/18 12/28/23,3:19 PM about:blank King Power Equipment Operators- Derricks, On Building Work $83.62 15J 11G 8X View IUnderground Sewer Ft Water King Power Equipment Operators- Dozers D-9 Et Under $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $82.25 15J 11G 8X View Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $84.46 15J 11G 8X View Underground Sewer Ft Water King Power Equipment Operators- Elevator and man-lift: $78.65 15J 11G 8X View Underground Sewer Et Water permanent and shaft type i King Power Equipment Operators- Finishing Machine, Bidwell And $82.88 15J 11G 8X View Underground Sewer Ft Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 lbs and over with $82.25 15J 11G 8X View Underground Sewer Et Water attachments King IPower Equipment Operators- Forklifts: under 3000 lbs. with $78.65 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Grade Engineer: Using Blue $82.88 15J 11G 8X View Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $78.65 15J 11G 8X View Underground Sewer Et Water IKing Power Equipment Operators- Guardrail Punch $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $83.62 15J 11G 8X View Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $82.88 15J 11G 8X View Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill $82.25 15J 11G 8X View Underground Sewer Ft Water Locator King Power Equipment Operators- Horizontal/Directional Drill $82.88 15J 11G 8X View Underground Sewer Et Water Operator King IPower Equipment Operators- Hydralifts/boom trucks: 10 $78.95 7A 11H 8X View Underground Sewer Et Water tons and under King ILower Equipment Operators- Hydralifts/boom trucks: over $82.56 7A 11H 8X View Underground Sewer Et Water 10 tons King Power Equipment Operators- Leverman $85.33 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But $83.62 15J 11G 8X View Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $82.88 15J 11G 8X View (Underground Sewer Et Water Yards King IPower Equipment Operators- Loaders, Plant Feed $82.88 15J 11G 8X View Underground Sewer Et Water King IEower Equipment Operators- Loaders: Elevating Type Belt $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $82.88 15J 11G 8X View Underground Sewer Et Water i King Power Equipment Operators- Material Transfer Device $82.88 15J 11G 8X View Underground Sewer Et Water i King Power Equipment Operators- Mechanics: All (Leadmen - $84.46 15J 11G 8X View Underground Sewer Et Water $0.50 per hour over mechanic) about:blank 13/18 12/28/23,3:19 PM about:blank King Power Equipment Operators- Motor Patrol Graders $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $83.62 15J 11G 8X View Underground Sewer Et Water Drill, Boring, Road Header And/or Shield (King Power Equipment Operators- Oil Distributors, Blower $78.65 15J 11G 8X View Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators and $82.25 15J 11G 8X View Underground Sewer Et Water Manlifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, bridge type Crane: $83.20 7A 11H 8X View Underground Sewer Et Water 20 tons through 44 tons King IPower Equipment Operators- Overhead, bridge type: 100 $84.77 7A 11H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Overhead, bridge type: 45 tons $83.95 7A 11H 8X View Underground Sewer Et Water through 99 tons King Power Equipment Operators- Pavement Breaker $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $82.88 15J 11G 8X View Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $82.25 15J 11G 8X View Underground Sewer Et Water King IPower Equipment Operators- Posthole Digger, Mechanical $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Power Plant $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quick Tower: no cab, under $82.88 15J 11G 8X View Underground Sewer Et Water 100 feet in height base to boom King Power Equipment Operators- Remote Control Operator On $83.62 15J 11G 8X View Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $78.95 7A 11H 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, $82.56 7A 11H 8X View Underground Sewer Et Water Bellman(Certified) King IPower Equipment Operators- Rollagon $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $82.25 15J 11G 8X View Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators Scraper, Self Propelled Under $82.88 15J 11G 8X View Underground Sewer Et Water 45 Yards about:blank 14/18 12/28/23,3:19 PM about:blank King Power Equipment Operators- Scrapers - Concrete Et Carry All $82.25 15.1 11G 8X View (Underground Sewer Ft Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $83.62 15J 11G 8X View Underground Sewer Et Water Yards And Over King Power Equipment Operators- Shotcrete/Gunite Equipment $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe, $82.25 15J 11G 8X View Underground Sewer Ft Water Tractors Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: $83.62 15J 11G 8X View Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King (Power Equipment Operators- Shovel, Excavator, Backhoes, $82.88 15-1 11G8X View Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $84.46 15J 11G 8X View Underground Sewer Ft Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- IShovel, Excavator, Backhoes: $85.33 15J 11G 8X View Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $83.62 15.1 11G 8X View Underground Sewer Ft Water King Power Equipment Operators- Spreader, Topsider Et $83.62 15J 11G 8X View Underground Sewer Et Water Screedman King IPower Equipment Operators- Subgrader Trimmer $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators Tower Bucket Elevators $82.25 15.1 11G 8X View Underground Sewer Et Water King Power Equipment Operators- (Tower Crane: over 175' through $85.66 7A 11H 8X View Underground Sewer Et Water 250' in height, base to boom King Power Equipment Operators- Tower crane: up to 175' in $84.77 7A 11H 8X View Underground Sewer Ft Water height base to boom King Power Equipment Operators- Tower Cranes: over 250' in $86.48 7A 11H 8X View Underground Sewer Et Water height from base to boom King IPower Equipment Operators Transporters, All Track Or Truck $83.62 15J 11G 8X View Underground Sewer Et Water Type King ILower Equipment Operators Trenching Machines $82.25 15.1 11G 8X View Underground Sewer Ft Water King Power Equipment Operators- Truck Crane Oiler/Driver: 100 $83.20 7A 11H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Truck crane oiler/driver: under $82.56 7A 11H 8X View Underground Sewer Et Water 100 tons King Power Equipment Operators- Truck Mount Portable Conveyor $82.88 15.1 11G 8X View (Underground Sewer Et Water King IPower Equipment Operators- Vac Truck (Vactor Guzzler, $82.88 15J 11G 8X View Underground Sewer Et Water Hydro Excavator) King ILower Equipment Operators- Welder $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmall Type $78.65 15.1 11G 8X View Underground Sewer Ft Water King Power Equipment Operators- Yo Yo Pay Dozer $82.88 15J 11G 8X View Underground Sewer Ft Water King Power Line Clearance Tree Journey Level In Charge $57.22 5A 4A View Trimmers about:blank 15/18 12/28/23,3:19 PM about:blank King Power Line Clearance Tree Spray Person $54.32 5A 4A View Trimmers King Power Line Clearance Tree Tree Equipment Operator $57.22 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer $51.18 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $38.99 5A 4A View Trimmers King Refrigeration Et Air Conditioning Journey Level $93.51 6Z 1G View Mechanics King Residential Brick Mason Journey Level $69.07 7E 1 N View King Residential Carpenters Journey Level $36.44 1 View King Residential Cement Masons Journey Level $46.64 1 View King Residential Drvwall Applicators Journey Level $74.96 15J 4C View King Residential Drywall Tapers Journey Level $36.36 1 View King Residential Electricians Journey Level $48.80 1 View King Residential Glaziers Journey Level $28.93 1 View King Residential Insulation Journey Level $28.18 1 View Applicators King Residential Laborers Journey Level $29.73 1 View King lResidential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $23.47 1 View King Residential Plumbers Et Journey Level $100.69 6Z 1G View Pipefitters King Residential Refrigeration Et Air Journey Level $93.51 6Z 1G View Conditioning Mechanics King lResidential Sheet Metal Journey Level $96.42 7F 1 E View Workers King lResidential Soft Floor Lavers Journey Level $57.11 5A 3J View King Residential Sprinkler Fitters Journey Level $58.26 5C 2R View .(Fire Protection), King (Residential Stone Masons Journey Level $69.07 7E 1 N View King Residential Terrazzo Workers Journey Level $62.36 7E 1 N View King Residential Terrazzo/Tile Journey Level $24.39 1 View Finishers King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $61.95 5A 3H View King Roofers Using Irritable Bituminous $64.95 5A 3H View Materials King Sheet Metal Workers Journey Level (Field or Shop) $96.42 7F 1 E View King Shipbuilding Et Ship Repair New Construction Boilermaker $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Carpenter $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Crane $41.83 7V 1 View Operator King Shipbuilding Et Ship Repair New Construction Electrician $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Heat Et Frost $87.15 15H 11C View Insulator King Shipbuilding Et Ship Repair New Construction Laborer $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Machinist $51.85 7X 4J View about:blank 16/18 12/28/23,3:19 PM about:blank King Shipbuilding Et Ship Repair New Construction Operating $41.83 7V 1 View Engineer King (Shipbuilding Et Ship Repair New Construction Painter $51.95 7X 4J View King iShipLuilding Et Ship Repair New Construction Pipefitter $51.85 7X 4J View King (Shipbuilding Et Ship Repair New Construction Rigger $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Sheet Metal $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Shipwright $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction $41.83 7V 1 View Warehouse/Teamster King Shipbuilding Et Ship Repair New Construction Welder / $51.85 7X 4-1 View Burner King iShipLuilding Et Ship Repair Ship Repair Boilermaker $51.85 7X 4J View King JLhiphLuilding Et Ship Repair Ship Repair Carpenter $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King IShipLuildinga Ship Repair Ship Repair Electrician $51.85 7X 4J View King (Shipbuilding Et Ship Repair Ship Repair Heat Et Frost $87.15 15H 11C View Insulator King Shipbuilding Et Ship Repair Ship Repair Laborer $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King IShipLuilding Et Ship Repair Ship Repair Painter $51.95 7X 4J View King 1Shipbuilding Et Ship Repair Ship Repair Pipefitter $51.85 7X 4J View King JLhiphLuilding Et Ship Repair Ship Repair Rigger $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Shipwright $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Warehouse / $45.06 7Y 4K View Teamster King Sign Makers Et Installers Journey Level $58.04 0 1 View (Electrical), King Sign Makers Et Installers (Non- lJourney Level $37.08 0 1 View Electrical), King Soft Floor Lavers Journey Level $66.32 15J 4C View King Solar Controls For Windows Journey Level $16.28 1 View King Sprinkler Fitters (Fire Journey Level $93.99 5C 1X View Protection), King Stage Rigging Mechanics (Non Journey Level $16.28 1 View Structural), King IStone Masons Journey Level $69.07 7E 1 N View King Street And Parking Lot Sweeper Journey Level $19.09 1 View Workers King SI urvevors Assistant Construction Site $82.56 7A 11H 8X View Surveyor King Surveyors Chainman $78.95 7A 11H 8X View King Surveyors Construction Site Surveyor $83.95 7A 11H 8X View King Surveyors Drone Operator (when used in $78.95 7A 11H 8X View conjunction with survey work only) King Surveyors Ground Penetrating Radar $78.95 7A 11H 8X View Operator King Telecommunication Technicians Journey Level $63.38 7E 1 E View about:blank 17/18 12/28/23,3:19 PM about:blank King Telephone Line Construction - Cable Splicer $40.11 5A 2B View Outside King Telephone Line Construction - Hole Digger/Ground Person $26.67 5A 2B View Outside King Telephone Line Construction - Telephone Equipment Operator $33.49 5A 2B View Outside (Light) King Telephone Line Construction - Telephone Lineperson $37.90 5A 2B View Outside King Terrazzo Workers Journey Level $62.36 7E 1 N View King Tile Setters Journey Level $62.36 7E 1 N View King Tile, Marble Et Terrazzo Finisher $53.19 7E 1 N View Finishers King Traffic Control Stripers Journey Level $89.54 15L 1 K View King Truck Drivers Asphalt Mix Over 16 Yards $74.95 15J 11M 8L View King Truck Drivers Asphalt Mix To 16 Yards $74.02 15J 11M 8L View King Truck Drivers Dump Truck $74.02 15J 11M 8L View King Truck Drivers Dump Truck Et Trailer $74.95 15J 11M 8L View King Truck Drivers Other Trucks $74.95 15J 11M 8L View King Truck Drivers - Readv Mix Transit Mix $74.95 15J 11M 8L View King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 View Installers King Well Drillers Et Irrigation Pump Oiler $16.28 1 View Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 View Ilnstallers about:blank 18/18 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage.All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule,shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid atone and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. AI I hours worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. N. All hours worked on Saturdays(except makeup days)shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued 1. O. The first ten(10)hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays,holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage.All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer))shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12)hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm(or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day)shall be paid at one and one-half times the hourly rate of wage.(except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day(10 in a 4 x 10 workweek)or 40 hours during that workweek.)All hours worked Monday through Saturday over twelve (12)hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay.All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. M. This code appears to be missing.All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2)times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10)hour shifts are established, or forty (40)hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage.All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays,and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more.When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight(8)hours rest period. 3of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage C. On Monday through Friday, the first four(4)hours of overtime after eight (8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two (2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday may be worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage.All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(1'h)times the regular shift rate for the first eight (8)hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. The First eight(8)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 4of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued 4. 1 The first eight(8)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight(8)hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve(12)in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve(12)in a day Monday through Saturday,and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve(12)hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12)hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12)in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage.All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. S. On a four(4) day ten(10)hour workweek scheduled Monday through Thursday, or Tuesday through Friday, work performed in excess of(10)hours shall be paid at one and one half(1-1/2)times the hourly rate of pay. On Monday through Friday, work performed outside the normal work hours of 6:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2)times the straight time rate,(except for special shifts or multiple shift operations). All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. Multiple Shift Operations:When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate,all shifts of that day's operation shall be completed at that rate. Special Shifts: The Special Shift Premium is the basic hourly rate of pay plus$2.00 an hour.When due to conditions beyond the control of the employer or when an owner (not acting as the contractor), a government agency or the contract specifications require more than four(4)hours of a special shift can only be performed outside the normal 6am to 6pm shift then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift,they shall be paid the special shift premium for each hour worked unless they are in overtime or double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday). U. The first four(4)hours after eight(8)regular hours Monday through Friday and the first twelve(12)hours on Saturday shall be paid at one and one-half times the hourly rate of wage.(Except on makeup days if work is lost due to inclement weather,then the first eight(8)hours on Saturday may be paid the regular rate.)All hours worked over twelve(12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 5of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued 4. V. Work performed in excess of ten(10)hours of straight time per day when four ten(10)hour shifts are established or outside the normal shift(5 am to 6pm),and all work on Saturdays,except for make-up days shall be paid at time and one-half(1 ''/2)the straight time rate. hi the event the job is down due to weather conditions,then Saturday may,be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve(12)hours per day shall be paid at double(2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. When an employee returns to work without a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8)hours. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate,(except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage.Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight(8)or ten(10)hours of work(subject to WAC 296-127-022), that shall constitute a normal forty (40)hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate.Work performed in excess of eight hours(or ten hours per day(subject to WAC 296-127-022)shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift,then by mutual agreement a special shift may be worked at the straight time rate, eight(8)hours work for eight(8)hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight(8)hours since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours. 11. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B After an employee has worked eight (8)hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage.All hours worked on Labor Day shall be paid at three times the hourly rate of wage. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00 am,Monday through Friday,shall be paid at a premium rate of 15%over the hourly rate of wage. 6of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued 11. D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8)hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. E. The first two(2)hours after eight(8)regular hours Monday through Friday,the first ten(10)hours on Saturday, and the first ten(10)hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten(10)hours Monday through Saturday,and Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8)hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. F. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week, and Saturday shall be paid at one-half times the hourly rate of wage for the first eight(8) hours.All other hours worked Monday through Saturday,and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10)hour shifts are established, or forty (40)hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of nine(9)hours or more.When an employee returns to work without at least nine(9)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the nine(9)hours rest period. H. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10)hour shifts are established, or forty (40)hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break often(10)hours or more.When an employee returns to work without at least ten(10)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the ten(10)hours rest period. 7of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Overtime Codes Continued All hours worked on holidays shall be paid at double the hourly rate of wage. K. On Monday through Friday hours worked outside 4:00 am and 5:00 pm, and the first two(2)hours after eight(8) hours worked shall be paid at one and one-half times the hourly rate. All hours worked over 10 hours per day Monday through Friday, and all hours worked on Saturdays,Sundays,and Holidays worked shall be paid at double the hourly rate of wage. L. An employee working outside 5:00 am and 5:00 pm shall receive an additional two dollar($2.00)per hour for all hours worked that shift.All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. M. On Monday through Friday,the first four(4)hours of overtime after eight(8)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established.On a four(4)day ten(10)hour workweek scheduled Monday through Thursday,or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. Work performed outside the normal work hours of 5:00 a.m. and 6:00 p.m. shall be paid at one and one-half(1-1/2) times the straight time rate,(except for special shifts or multiple shift operations). When the first shift of a multiple shift(a two or three shift)operation is started at the basic straight time rate or at a specific overtime rate, all shifts of that day's operation shall be completed at that rate.When due to conditions beyond the control of the Employer or when contract specifications require that work can only be performed outside the regular day shift of 5:00 am to 6:00 pm,then a special shift may be worked at the straight time rate,plus the shift pay premium when applicable. The starting time of work will be arranged to fit such conditions of work. Such shift shall consist of eight(8)hours work for eight(8)hours pay or ten(10)hours work for ten(10)hours pay for four ten shifts. On Saturday,the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay.All work performed after 6:00 pm Saturday to 5:00 am Monday,all work performed over twelve(12)hours, and all work performed on holidays shall be paid at double the straight time rate of pay. Shift Pay Premium: In an addition to any overtime already required,all hours worked between the hours of 6:00 pm and 5:00 am shall receive an additional two dollars($2.00)per hour. N. All work performed over twelve hours in a shift and all work performed on Sundays and Holidays shall be paid at double the straight time rate. Any time worked over eight(8)hours on Saturday shall be paid double the straight time rate,except employees assigned to work six 10-hour shifts per week shall be paid double the straight time rate for any time worked on Saturday over 10 hours. O. All work performed on Saturdays,Sundays,and Holidays shall be paid at one and one half(1-1/2)times the straight time rate of pay. 8of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays:New Year's Day,Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day,Independence Day, Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas,And Christmas Day(9). L. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,Friday after Thanksgiving Day,And Christmas Day(8). N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day,And Christmas Day(9). P. Holidays:New Year's Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day,Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day(9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day,One-Half Day Before Christmas Day,And Christmas Day.(7 1/2). S. Paid Holidays:New Year's Day,Presidents'Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, And Christmas Day(7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day,Veterans'Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and Christmas Eve Day(11). H. Paid Holidays:New Year's Day,New Year's Eve Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day,Friday After Thanksgiving Day,Christmas Day,The Day After Christmas,And A Floating Holiday(10). 9of15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Holiday Codes Continued 6. T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day,The Last Working Day Before Christmas Day,And Christmas Day(9). Z. Holidays:New Year's Day,Memorial Day, Independence Day,Labor Day, Thanksgiving Day,Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day,Memorial Day, Independence Day,Labor Day,Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the last working day before Christmas day and Christmas day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day, Independence Day,Memorial Day,Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 10 of 15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Holiday Codes Continued 7. J. Holidays:New Year's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day and Christmas Day(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays:New Year's Day,President's Birthday,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,the day before or after Christmas,and the day before or after New Year's Day. If any of the above listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year's, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Eve Day,Christmas Day,the day after Christmas,the day before New Year's Day,and a Floating Holiday. X. Holidays:New Year's Day,Day before or after New Year's Day,Presidents'Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off,then the holiday will be taken on the last normal workday.If the holiday falls on a Monday that is the normal day off or on a Sunday,then the holiday will be taken on the next normal workday. Y. Holidays:New Year's Day,Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,and Christmas Day. (8)If the holiday falls on a Sunday,then the day observed by the federal government shall be considered a holiday and compensated accordingly. Z. Holidays:New Year's Day,Memorial Day,Independence Day,Labor Day, Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,Christmas Eve,and Christmas Day(9).Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. 11 of 15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Holiday Codes Continued 15. G. New Year's Day,Washington's Birthday,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day,the last scheduled workday before Christmas,and Christmas Day(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day, Independence Day,Memorial Day,Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,the Friday and Saturday after Thanksgiving Day, and Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. M. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. N. Holidays:New Year's Day, Memorial Day,Independence Day,Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A& B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: $0.25. 12 of 15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Note Codes Continued 8. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho. This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit:$2.00,Class B Suit:$1.50, And Class C Suit: $1.00.Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked.Workers who work suspended by a rope or cable receive an additional$0.50 per hour. The premium for work suspended shall be paid for the entire shift worked.Workers who do"pioneer"work(break open a cut,build road, etc.)more than one hundred fifty(150)feet above grade elevation receive an additional$0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more.Over 50'to 100'-$2.00 per foot for each foot over 50 feet.Over 101'to 150'-$3.00 per foot for each foot over 101 feet. Over 15l'to 220'-$4.00 per foot for each foot over 220 feet. Over 22 F- $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels)where there is no vertical ascent and is measured by the distance travelled from the entrance.25' to 300' - $1.00 per foot from entrance. 300' to 600' -$1.50 per foot beginning at 300'.Over 600' -$2.00 per foot beginning at 600'. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows-Class A Suit:$2.00,Class B Suit: $1.50,Class C Suit: $1.00,and Class D Suit: $0.50. Special Shift Premium:Basic hourly rate plus$2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift,then the special shift premium will be applied to the basic hourly rate.When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m.to work on tide work (work located in the tide plane)all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents($0.75)per hour above the classification rate. 13 of 15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Note Codes Continued 8. Z. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium:Basic hourly rate plus$2.00 per hour.When due to conditions beyond the control of the Employer or when an owner(not acting as a contractor),a government agency or the contract specifications require that more than(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift.When an employee works on a special shift,they will be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 9. A. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner(not acting as the contractor),a government agency or the contract specifications require that more than four(4)hours of a special shift can only be performed outside the normal 6 am to 6pm shift,then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift,they shall be paid a special shift premium for each hour worked unless they are in overtime or double- time status.(For example,the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid$0.50 per hour above their classification rate. Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length: (A)— 130'to 199'—$0.50 per hour over their classification rate. (B)—200'to 299'—$0.80 per hour over their classification rate. (C)—300' and over—$1.00 per hour over their classification rate. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15)minutes during the shift shall be used in determining the scale paid. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m.to work on tide work(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair:Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular,bicycle,and pedestrian traffic during construction operations.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho.These classifications are only effective on or after August 31,2012. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,bridges,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. 14 of 15 Benefit Code Key—Effective 8/31/2023 thru 3/1/2024 Note Codes Continued 9. E. Heavy Construction includes construction,repair,alteration or additions to the production,fabrication or manufacturing portions of industrial or manufacturing plants,hydroelectric or nuclear power plants and atomic reactor construction.Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00, Level B: $0.75,Level C: $0.50,And Level D: $0.25. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. H. One(1)person crew shall consist of a Party Chief. (Total Station or similar one(1)person survey system). Two(2) person survey party shall consist of a least a Party Chief and a Chain Person. Three(3)person survey party shall consist of at least a Party Chief,an Instrument Person,and a Chain Person. 15 of 15 Page l 1 "General Decision Number: WA20230001 12/22/2023 Superseded General Decision Number: WA20220001 State: Washington Construction Type: Highway Counties: Washington Statewide. HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin Counties) Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658. Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1 (a) (2) - (60) . lIf the contract is entered I . Executive Order 14026 linto on or after January 30, generally applies to the 12022, or the contract is l contract. l lrenewed or extended (e.g. , an 1 . The contractor must pay l loption is exercised) on or l all covered workers at lafter January 30, 2022: l least $16.20 per hour (or l I the applicable wage rate I listed on this wage I determination, if it is 1 I higher) for all hours I spent performing on the I contract in 2023. l I I I lIf the contract was awarded onl . Executive Order 13658 for between January 1, 2015 andl generally applies to the 1January 29, 2022, and the I contract. l lcontract is not renewed or 1 . The contractor must pay alll lextended on or after January 1 covered workers at least l 130, 2022: 1 $12.15 per hour (or the I I I applicable wage rate listedl I I on this wage determination, ) if it is higher) for all I hours spent performing on I I I that contract in 2023. 1 1 1 1 The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request. Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts. 1 1 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 2 Modification Number Publication Date 0 01/06/2023 1 02/03/2023 2 08/25/2023 3 09/01/2023 4 10/13/2023 5 11/03/2023 6 11/24/2023 7 12/22/2023 CARP0003-006 06/01/2021 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS (Piledriver only) , PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean) , SKAMANIA, and WAHKIAKUM Counties. Rates Fringes Carpenters: CARPENTERS. . . . . . . . . . . . . . . . . .$ 44.38 16.87 DIVERS TENDERS. . . . . . . . . . . . . .$ 49.09 16.87 DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 93.09 16.87 DRYWALL. . . . . . . . . . . . . . . . . . . . .$ 44.38 16.87 MILLWRIGHTS. . . . . . . . . . . . . . . . .$ 46.89 16.87 PILEDRIVERS. . . . . . . . . . . . . . . . .$ 44.97 16.87 DEPTH PAY: 50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET 101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET 151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET Zone Differential (Add up Zone 1 rates) : Zone 2 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point. ) 2 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 3 ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities ---------------------------------------------------------------- CARP0030-004 06/01/2021 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM Counties Rates Fringes CARPENTER BRIDGE CARPENTERS. . . . . . . . . . .$ 49.18 19.01 CARPENTERS ON CREOSOTE MATERIAL. . . . . . . . . . . . . . . . . . . .$ 47.02 19.01 CARPENTERS. . . . . . . . . . . . . . . . . .$ 49.18 19.01 DIVERS TENDER. . . . . . . . . . . . . . .$ 54.54 19.01 DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 103.43 19.01 MILLWRIGHT AND MACHINE ERECTORS. . . . . . . . . . . . . . . . . . . .$ 50.68 19.01 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING. . . . . . . .$ 49.58 19.01 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend 3 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 4 Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour ---------------------------------------------------------------- CARP0059-002 06/01/2019 ADAMS, ASOTIN, BENTON, CHELAN (East of 120th meridian) , COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT (East of 120th meridian) , KITTITAS (East of 120th meridian) , LINCOLN, OKANOGAN (East of 120th meridian) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, and YAKIMA (East of 120th meridian) Counties Rates Fringes CARPENTER GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 35.47 16.88 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 47.42 18.96 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 36.66 16.88 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 36.66 16.88 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 83.96 16.88 GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 40.23 16.88 GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 41.23 16.88 GROUP 8. . . . . . . . . . . . . . . . . . . . .$ 37.66 16.88 GROUP 9. . . . . . . . . . . . . . . . . . . . .$ 44.23 16.88 CARPENTER & DIVER CLASSIFICATIONS: GROUP 1: Carpenter GROUP 2: Millwright, Machine Erector GROUP 3: Piledriver - includes driving, pulling, cutting, placing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge, Dock, and Wharf carpenters GROUP 5: Diver Wet 4 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 5 GROUP 6: Diver Tender, Manifold Operator, ROV Operator GROUP 7: Diver Standby GROUP 8: Assistant Diver Tender, ROV Tender/Technician GROUP 9: Manifold Operator-Mixed Gas ZONE PAY: ZONE 1 0-45 MILES FREE ZONE 2 45-100 $4.00/PER HOUR ZONE 3 OVER 100 MILES $6.00/PER HOUR DISPATCH POINTS: CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE. ) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . CARPENTERS: MOSCOW (306 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite) . DEPTH PAY FOR DIVERS BELOW WATER SURFACE: 50-100 feet $2.00 per foot 101-150 feet $3.00 per foot 151-220 feet $4.00 per foot 221 feet and deeper $5.00 per foot PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT: 0-25 feet Free 26-300 feet $1.00 per Foot SATURATION DIVING: The standby rate applies until saturation starts. The saturation diving rate applies when divers are under pressure continuously until work task and decompression are complete. the diver rate shall be paid for all saturation hours. WORK IN COMBINATION OF CLASSIFICATIONS: Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift. 5 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 6 HAZMAT PROJECTS: Anyone working on a HAZMAT job (task) , where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical ""splash suit"". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- CARP0770-003 06/01/2021 WEST OF 120TH MERIDIAN FOR THE FOLLOWING COUNTIES: CHELAN, DOUGLAS, GRANT, KITTITAS, OKANOGAN, and YAKIMA Rates Fringes CARPENTER CARPENTERS ON CREOSOTE MATERIAL. . . . . . . . . . . . . . . . . . . .$ 47.02 19.01 CARPENTERS. . . . . . . . . . . . . . . . . .$ 49.18 19.01 DIVERS TENDER. . . . . . . . . . . . . . .$ 54.54 19.01 DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 103.43 19.01 MILLWRIGHT AND MACHINE ERECTORS. . . . . . . . . . . . . . . . . . . .$ 50.68 19.01 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING. . . . . . . .$ 49.58 19.01 (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS 6 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 7 Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend Zone Pay: 0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour (HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay: 0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour ---------------------------------------------------------------- ELEC0046-001 08/07/2023 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 76.99 28.60 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 69.99 28.39 ---------------------------------------------------------------- * ELEC0048-003 01/01/2023 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44.22 21.50 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 57.35 27.54 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: 7 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 8 Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ---------------------------------------------------------------- ELEC0048-029 01/01/2023 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44.22 21.50 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 57.35 27.54 ---------------------------------------------------------------- ELEC0073-001 07/01/2022 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 34.10 16.68 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 41.30 20.09 ---------------------------------------------------------------- ELEC0076-002 08/31/2023 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 62.79 25.09 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 57.08 24.92 ---------------------------------------------------------------- ELEC0112-005 06/01/2022 ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 54.34 24.26 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 51.75 24.18 8 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 9 ---------------------------------------------------------------- ELEC0191-003 06/01/2022 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44.23 17.73 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 53.20 27.51 ---------------------------------------------------------------- ELEC0191-004 06/01/2018 CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 40.82 17.63 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 42.45 21.34 ---------------------------------------------------------------- ENGI0302-003 06/01/2022 CHELAN (WEST OF THE 120TH MERIDIAN) , CLALLAM, DOUGLAS (WEST OF THE 120TH MERIDIAN) , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN) , SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE 120TH MERIDIAN) COUNTIES Zone 1 (0-25 radius miles) : Rates Fringes POWER EQUIPMENT OPERATOR Group 1A. . . . . . . . . . . . . . . . . . .$ 54.20 24.47 Group 1AA. . . . . . . . . . . . . . . . . .$ 54.98 24.47 Group 1AAA. . . . . . . . . . . . . . . . .$ 55.78 24.47 Group 1. . . . . . . . . . . . . . . . . . . . .$ 53.40 24.47 Group 2. . . . . . . . . . . . . . . . . . . . .$ 52.72 24.47 Group 3. . . . . . . . . . . . . . . . . . . . .$ 52.12 24.47 Group 4. . . . . . . . . . . . . . . . . . . . .$ 48.78 24.47 Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) - $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments) 9 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 10 GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments) ; Tower crane over 175 ft in height, base to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead 6 yards to, but not including 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9, HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers-self propelled 45 yards and over; Slipform pavers; Transporters, all truck or track type GROUP 2 - Barrier machine (zipper) ; Batch Plant Operaor- Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-overhead, bridge type-20 tons through 44 tons; Chipper; Concrete Pump-truck mount with boom attachment; Crusher; Deck Engineer/Deck Winches (power) ; Drilling machine; Excavator, shovel, backhoe-3yards and under; Finishing Machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Horizontal/directional drill operator; Loaders-overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant; Motor patrol graders-finishing; Piledriver (other than crane mount) ; Roto-mill,roto-grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self propelled, hard tail end dump, articulating off-road equipment-under 45 yards; Subgrade trimmer; Tractors, backhoes-over 75 hp; Transfer material service machine-shuttle buggy, blaw knox-roadtec; Truck crane oiler/driver-100 tons and over; Truck Mount portable conveyor; Yo Yo Pay dozer GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments; A-frame crane over 10 tons; Drill oilers-auger type, truck or crane mount; Dozers-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside hoists- (elevators and manlifts) , air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loader-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pumps-concrete; Roller, plant mix or multi-lift materials; Saws-concrete; Scrpers-concrete and carry-all; Service engineer-equipment; Trenching machines; Truck Crane Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and under 10 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 11 GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete finish mahine-laser screed; Cranes-A frame-10 tons and under; Elevator and Manlift-permanent or shaft type; Gradechecker, Stakehop; Forklifts under 3000 lbs. with attachments; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger, mechanical; Power plant; Pumps, water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class ""C"" Suit - Base wage rate plus $ .25 per hour. H-3 Class ""B"" Suit - Base wage rate plus $ .50 per hour. H-4 Class ""A"" Suit - Base wage rate plus $ .75 per hour. ---------------------------------------------------------------- ENGI0370-002 06/01/2021 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN) , COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN) , FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH MERIDIAN) , PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES ZONE 1: Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 29.76 20.65 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 30.08 20.65 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 30.69 20.65 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 30.85 20.65 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 31.01 20.65 GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 31.21 20.65 GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 31.56 20.65 GROUP 8. . . . . . . . . . . . . . . . . . . . .$ 32.66 20.65 ZONE DIFFERENTIAL (Add to Zone 1 rate) : Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho 11 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 12 Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diesel, or electric power) ; Deck Hand; Fireman & Heater Tender; Hydro-seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator) , except when pulled by Dozer with operable blade; Welding Machine; Crane Oiler-Driver (CLD required) & Cable Tender, Mucking Machine GROUP 2: A-frame Truck (single drum) ; Assistant Refrigeration Plant (under 1000 ton) ; Assistant Plant Operator, Fireman or Pugmixer (asphalt) ; Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement) ; Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power) ; Concrete Saw (multiple cut) ; Distributor Leverman; Ditch Witch or similar; Elevator Hoisting Materials; Dope Pots (power agitated) ; Fork Lift or Lumber Stacker, hydra-lift & similar; Gin Trucks (pipeline) ; Hoist, single drum; Loaders (bucket elevators and conveyors) ; Longitudinal Float; Mixer (portable-concrete) ; Pavement Breaker, Hydra-Hammer & similar; Power Broom; Railroad Ballast Regulation Operator (self-propelled) ; Railroad Power Tamper Operator (self-propelled) ; Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete) ; Spreader Box (self-propelled) ; Straddle Buggy (Ross & similar on construction job only) ; Tractor (Farm type R/T with attachment, except Backhoe) ; Tugger Operator GROUP 3: A-frame Truck (2 or more drums) ; Assistant Refrigeration Plant & Chiller Operator (over 1000 ton) ; Backfillers (Cleveland & similar) ; Batch Plant & Wet Mix Operator, single unit (concrete) ; Belt-Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar) ; Bending Machine; Bob Cat (Skid Steer) ; Boring Machine (earth) ; Boring Machine (rock under 8 inch bit) (Quarry Master, Joy or similar) ; Bump Cutter (Wayne, Saginau or similar) ; Canal Lining Machine (concrete) ; Chipper (without crane) ; Cleaning & Doping Machine (pipeline) ; Deck Engineer; Elevating Belt-type Loader (Euclid, Barber Green & similar) ; Elevating Grader-type Loader (Dumor, Adams or similar) ; Generator Plant Engineers (diesel or electric) ; Gunnite Combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet) ; Soil Stabilizer (P & H or similar) ; Spreader Machine; Dozer/Tractor (up to D-6 or equivalent) and Traxcavator; Traverse Finish Machine; Turnhead Operator 12 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 13 GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar) ; Curb Extruder (asphalt or concrete) ; Drills (churn, core, calyx or diamond) ; Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist) ; Loaders (overhead & front-end, under 4 yds. R/T) ; Refrigeration Plant Engineer (under 1000 ton) ; Rubber-tired Skidders (R/T with or without attachments) ; Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity) ; Turnhead (with re-screening) ; Vacuum Drill (reverse circulation drill under 8 inch bit) GROUP 5: Backhoe (under 45,000 gw) ; Backhoe & Hoe Ram (under 3/4 yd. ) ; Carrydeck & Boom Truck (under 25 tons) ; Cranes (25 tons & under) , all attachments including clamshell, dragline; Derricks & Stifflegs (under 65 tons) ; Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar) ; Hoe Ram; Piledriving Engineers; Paving (dual drum) ; Railroad Track Liner Operaotr (self-propelled) ; Refrigeration Plant Engineer (1000 tons & over) ; Signalman (Whirleys, Highline Hammerheads or similar) ; Grade Checker GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade wire) ; Backhoe (45, 000 gw and over to 110,000 gw) ; Backhoes & Hoe Ram (3/4 yd. to 3 yd. ) ; Batch Plant (over 4 units) ; Batch & Wet Mix Operator (multiple units, 2 & incl. 4) ; Blade Operator (motor patrol & attachments) ; Cable Controller (dispatcher) ; Compactor (self-propelled with blade) ; Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, to and including 45 tons) , all attachments including clamshell, dragline; Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Drill Doctor; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds. ) ; Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete) ; Quad-Track or similar equipment; Rollerman (finishing asphalt pavement) ; Roto Mill (pavement grinder) ; Scrapers, all, rubber-tired; Screed Operator; Shovel (under 3 yds. ) ; Trenching Machines (7 ft. depth & over) ; Tug Boat Operator Vactor guzzler, super sucker; Lime Batch Tank Operator (Recycle Train) ; Lime Brain Operator (Recycle Train) ; Mobile Crusher Operator (Recycle Train) 13 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 14 GROUP 7: Backhoe (over 110,000 gw) ; Backhoes & Hoe Ram (3 yds & over) ; Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Concrete Cleaning/Decontamination machine operator; Cranes (over 45 tons to but not including 85 tons) , all attachments including clamshell and dragine; Derricks & Stiffleys (65 tons & over) ; Elevating Belt (Holland type) ; Heavy equipment robotics operator; Loader (360 degrees revolving Koehring Scooper or similar) ; Loaders (overhead & front-end, over 8 yds. to 10 yds. ) ; Rubber-tired Scrapers (multiple engine with three or more scrapers) ; Shovels (3 yds. & over) ; Whirleys & Hammerheads, ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform Trailers (Goldhofer, Shaurerly andSimilar) ; Ultra High Pressure Wateriet Cutting Tool System Operator (30, 000 psi) ; Vacuum Blasting Machine Operator GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower) , all attachments including clamshell, dragline; Loaders (overhead and front-end, 10 yards and over) ; Helicopter Pilot BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ---------------------------------------------------------------- ENGI0612-001 06/01/2023 PIERCE County ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles) : Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A. . . . . . . . . . . . . . . . . . .$ 56.08 25.07 GROUP 1AA. . . . . . . . . . . . . . . . . .$ 56.89 25.07 GROUP 1AAA. . . . . . . . . . . . . . . . .$ 57.70 25.07 GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 55.26 25.07 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 54.55 25.07 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 53.94 25.07 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 50.50 25.07 14 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 15 Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) _ $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers- self-propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type GROUP 2 - Barrier machine (zipper) ; Batch Plant Operator- concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump-truck mount with boom attachment; Crusher; Deck engineer/deck winches (power) ; Drilling machine; Excavator, shovel, backhoe-3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount) ; Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay 15 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 16 GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane-A-frame over 10 tons; Drill oilers-auger type, truck or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists- (elevators and manlifts) , air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump-Concrete; Roller, plant mix or multi-lfit materials; Saws-concrete; Scrapers, concrete and carry all; Service engineers-equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine-laser screed; Cranes A-frame 10 tons and under; Elevator and manlift (permanent and shaft type) ; Forklifts-under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger-mechanical; Power plant; Pumps-water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc. ) less than $150, 000. HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing, Class ""D"" Suit - Base wage rate plus $ .50 per hour. H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour. H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour. H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour. 16 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 17 ---------------------------------------------------------------- ENGI0612-012 06/01/2023 LEWIS, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90o OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles) : Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A. . . . . . . . . . . . . . . . . . .$ 54.85 25.07 GROUP 1AA. . . . . . . . . . . . . . . . . .$ 55. 67 25.07 GROUP 1AAA. . . . . . . . . . . . . . . . .$ 56.45 25.07 GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 54.05 25.07 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 53.36 25.07 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 52.75 25.07 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 49.36 25.07 Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) _ $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom (including jib with attachments) GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom (including jib with attachments; Tower crane over 175 ft in height, bas to boom GROUP lA - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 100 tons and over; Tower crane up to 175 ft in height base to boom; Loaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft of boom (including jib with attachments) ; Crane-overhead, bridge type, 45 tons thru 99 tons; Derricks on building work; Excavator, shovel, backhoes over 3 yards and under 6 yards; Hard tail end dump articulating off-road equipment 45 yards and over; Loader- overhead, 6 yards to, but not including, 8 yards; Mucking machine, mole, tunnel, drill and/or shield; Quad 9 HD 41, D-10; Remote control operator on rubber tired earth moving equipment; Rollagon; Scrapers- self-propelled 45 yards and over; Slipform pavers; Transporters, all track or truck type 17 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 18 GROUP 2 - Barrier machine (zipper) ; Batch Plant Operator- concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with attachments; Crane-Overhead, bridge type, 20 tons through 44 tons; Chipper; Concrete pump-truck mount with boom attachment; Crusher; Deck engineer/deck winches (power) ; Drilling machine; Excavator, shovel, backhoe-3 yards and under; Finishing machine, Bidwell, Gamaco and similar equipment; Guardrail punch; Loaders, overhead under 6 yards; Loaders-plant feed; Locomotives-all; Mechanics- all; Mixers, asphalt plant; Motor patrol graders, finishing; Piledriver (other than crane mount) ; Roto-mill, roto- grinder; Screedman, spreader, topside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green; Scraper-self- propelled, hard tail end dump, articulating off-road equipment- under 45 yards; Subgrader trimmer; Tractors, backhoe over 75 hp; Transfer material service machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane oiler/driver-100 tons and over; Truck Mount Portable Conveyor; Yo Yo pay GROUP 3 - Conveyors; Cranes through 19 tons with attachments; Crane-A-frame over 10 tons; Drill oilers-auger type, truck or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and over with attachments; Horizontal/directional drill locator; Outside Hoists- (elevators and manlifts) , air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Loaders-elevating type, belt; Motor patrol grader-nonfinishing; Plant oiler- asphalt, crusher; Pump-Concrete; Roller, plant mix or multi-lfit materials; Saws-concrete; Scrapers, concrete and carry all; Service engineers-equipment; Trenching machines; Truck crane oiler/driver under 100 tons; Tractors, backhoe under 75 hp GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor; Concrete Finish Machine-laser screed; Cranes A-frame 10 tons and under; Elevator and manlift (permanent and shaft type) ; Forklifts-under 3000 lbs. with attachments; Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Posthole digger-mechanical; Power plant; Pumps-water; Rigger and Bellman; Roller-other than plant mix; Wheel Tractors, farmall type; Shotcrete/gunite equipment operator FOOTNOTE A- Reduced rates may be paid on the following: 1. Projects involving work on structures such as buildings and bridges whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc. ) less than $150, 000. 18 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 19 HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be elgible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing, Class ""D"" Suit - Base wage rate plus $ .50 per hour. H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour. H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour. H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour. ---------------------------------------------------------------- ENGI0701-002 01/01/2022 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 51.65 16.35 GROUP 1A. . . . . . . . . . . . . . . . . . . .$ 53.81 16.35 GROUP 1B. . . . . . . . . . . . . . . . . . . .$ 55.97 16.35 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 49.74 16.35 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 48.59 16.35 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 45.26 16.35 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 44.02 16.35 GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 40.80 16.35 Zone Differential (add to Zone 1 rates) : Zone 2 - $3.00 Zone 3 - $6.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens ""Blast Zone"" shall receive Zone I pay for all classifications. 19 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 20 All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS Group 1 Concrete Batch Plan and or Wet mix three (3) units or more; Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred (200) ton through two hundred ninety nine (299) ton with two hundred foot (200' ) boom or less (including jib, inserts and/or attachments) ; Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200' ) boom Including jib, inserts and/or attachments) ; Crane, Tower Crane with one hundred seventy five foot (175' ) tower or less and with less than two hundred foot (200' ) jib; Crane, Whirley ninety (90) ton and over; Helicopter when used in erecting work Group lA Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine (299) ton, with over two hundred foot (200' ) boom (including jib, inserts and/or attachments) ; Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175' ) tower or over two hundred foot (200' ) jib; Crane, tower Crane on rail system or 2nd tower or more in work radius 20 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 21 Group 1B Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200' ) boom (including jib, inserts and/or attachments) ; Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over Group 2 Asphalt Plant (any type) ; Asphalt Roto-Mill, pavement profiler eight foot (8' ) lateral cut and over; Auto Grader or ""Trimmer""; Blade, Robotic; Bulldozer, Robotic Equipment (any type) ; Bulldozer, over one hundred twenty thousand (120, 000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required) ; Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150' ) boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton; Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200' ) of boom (including jib inserts and/or attachments) ; Crane, fifty (50) ton through eighty nine (89) ton with over one hundred fifty foot (150' ) boom (including jib inserts and/or attachments) ; Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130, 000) lbs.; Loader one hundred twenty thousand (120, 000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size Group 3 Bulldozer, over seventy thousand (70, 000) lbs. up to and including one hundred twenty thousand (120,000) lbs. ; Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150' ) boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150' ) boom or less (including jib inserts and/or attachments) ; Crane, Shovel, Dragline or Clamshell three (3) cu. yds. but less than five (5) cu. Yds. ; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs. ; Loader sixty thousand (60, 000) lbs. and less than one hundred twenty thousand (120, 000) lbs. 21 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 22 Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (8' ) lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine; Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type) ; Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70, 000) lbs. ; Cable-Plow (any type) ; Cableway up to twenty five (25) ton; Cat Drill (John Henry) ; Chippers; Compactor, multi-engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile; Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred (100) ton; Crane, Floating Clamshell, Dragline, etc. Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100' ) in height and less than one hundred fifty foot (150' ) jib (on rail included) ; Diesel-Electric Engineer (Plant or Floating) ; Directional Drill over twenty thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80, 000) lbs. ; Generator Operator; Grade-all; Guardrail Machines, i.e. punch, auger, etc. ; Hammer Operator (Piledriver) ; Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type) ; Jack Operator, Elevating Barges, Barge Operator, self-unloading; Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60, 000) lbs. ; Log Skidders; Piledriver Operator (not crane type) ; Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired Dozers and Pushers; Scraper, all types; Side-Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type) ; Surface Heater and Planer; Tractor, rubber-tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3' ) depth and deeper; Tub Grinder (used for wood debris) ; Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine; Ultra High Pressure Water Jet Cutting Tool System Operator; Vacuum Blasting Machine Operator; Water pulls, Water wagons 22 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 23 Group 5 Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix) ; Asphalt, Roto-Mill pavement profiler ground man; Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work; Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator; Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8' ) or less; Concrete, Planer; Concrete, Pump; Concrete, Pump Truck; Concrete, Pumperete Operator (any type) ; Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20, 000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs. ; Hydraulic Backhoe wheel type (any make) ; Laser Screed; Loaders, rubber-tired type, less than twenty five thousand (25, 000) lbs. ; Pavement Grinder and/or Grooving Machine (riding type) ; Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size) ; Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser) ; Sweeper Self-Propelled; Tractor, Rubber-Tired, fifty (50) HP flywheel and under; Trenching Machine Operator, maximum digging capacity three foot (3' ) depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc. Group 6 Asphalt, Pugmill (any type) ; Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler; Boatman; Bobcat, skid steed (less than one (1) yard) ; Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type) ; Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler; Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator; Mixer Box (CTB, dry batch, etc.) ; Oiler; Plant Oiler; Pump (any power) ; Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt) ; Truck, Crane Oiler-Driver ---------------------------------------------------------------- 23 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 24 IRON0014-005 01/02/2023 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 37.11 31.57 ---------------------------------------------------------------- IRON0029-002 01/02/2023 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 42.27 32.57 ---------------------------------------------------------------- IRON0086-002 01/02/2023 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 37.11 31.57 ---------------------------------------------------------------- IRON0086-004 01/02/2023 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 50.90 32.57 ---------------------------------------------------------------- 24 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 25 LABO0238-004 06/01/2023 A-1 AREA: ASOTIN, BENTON, FRANKLIN, GARFIELD, LINCOLN, SPOKANE, WALLA WALLA, & WHITMAN COUNTIES A-2 AREA: ADAMS, COLUMBIA,DOUGLAS (East of 120th Meridian) , FERRY, GRANT, OKANOGAN, PEND OREILLE, & STEVENS COUNTIES Rates Fringes LABORER (A-1) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 30.88 15.60 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 33.72 15.60 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 34.03 15.60 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 34.33 15.60 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 34.64 15.60 LABORER (A-2) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 33.88 15.60 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 36.72 15.60 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 37.03 15.60 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 37.33 15.60 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 37.64 15.60 Zone Differential (Add to Zone 1 rate) : $2.00 BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic Control Maintenance Laborer (to include erection and maintenance of barricades, signs and relief of flagperson) ; Window Washer/Cleaner (detail cleanup, such as, but not limited to cleaning floors, ceilings, walls, windows, etc. prior to final acceptance by the owner) GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Clean-up Laborer; Concrete Crewman (to include stripping of forms, hand operating jacks on slip form construction, application of concrete curing compounds, pumperete machine, signaling, handling the nozzle of squeezcrete or similar machine, 6 inches and smaller) ; Confined Space Attendant; Concrete Signalman; Crusher Feeder; Demolition (to include clean-up, burning, loading, wrecking and salvage of all material) ; Dumpman; Fence Erector; Firewatch; Form Cleaning Machine Feeder, Stacker; General Laborer; Grout Machine Header Tender; Guard Rail (to include guard rails, guide and reference posts, sign posts, and right-of-way markers) ; Hazardous Waste Worker, Level D (no respirator is used and skin protection is minimal) ; Miner, Class ""A"" (to include 25 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 26 all bull gang, concrete crewman, dumpman and pumperete crewman, including distributing pipe, assembly & dismantle, and nipper) ; Nipper; Riprap Man; Sandblast Tailhoseman; Scaffold Erector (wood or steel) ; Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of structures) ; Tailhoseman (water nozzle) ; Timber Bucker and Faller (by hand) ; Track Laborer (RR) ; Truck Loader; Well-Point Man; All Other Work Classifications Not Specially Listed Shall Be Classified As General Laborer GROUP 3: Asphalt Roller, walking; Cement Finisher Tender; Concrete Saw, walking; Demolition Torch; Dope Pot Firemen, non-mechanical; Driller Tender (when required to move and position machine) ; Form Setter, Paving; Grade Checker using level; Hazardous Waste Worker, Level C (uses a chemical ""splash suit"" and air purifying respirator) ; Jackhammer Operator; Miner, Class ""B"" (to include brakeman, finisher, vibrator, form setter) ; Nozzleman (to include squeeze and flo-crete nozzle) ; Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs. ) ; Pipelayer, corrugated metal culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy Operator; Power Tool Operator, gas, electric, pneumatic; Railroad Equipment, power driven, except dual mobile power spiker or puller; Railroad Power Spiker or Puller, dual mobile; Rodder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers) ; Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow (power driven) GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush Machine (to include horizontal construction joint cleanup brush machine, power propelled) ; Caisson Worker, free air; Chain Saw Operator and Faller; Concrete Stack (to include laborers when laborers working on free standing concrete stacks for smoke or fume control above 40 feet high) ; Gunite (to include operation of machine and nozzle) ; Hazardous Waste Worker, Level B (uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit"") ; High Scaler; Laser Beam Operator (to include grade checker and elevation control) ; Miner, Class C (to include miner, nozzleman for concrete, laser beam operator and rigger on tunnels) ; Monitor Operator (air track or similar mounting) ; Mortar Mixer; Nozzleman (to include jet blasting nozzleman, over 1,200 lbs. , jet blast machine power propelled, sandblast nozzle) ; Pavement Breaker (90 lbs. and over) ; Pipelayer (to include working topman, caulker, collarman, jointer, mortarman, rigger, jacker, shorer, valve or meter installer) ; Pipewrapper; Plasterer Tender; Vibrators (all) GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker, Level A (utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) ; Miner Class ""D"", (to include raise and shaft miner, laser beam operator on riases and shafts) 26 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 27 ---------------------------------------------------------------- LABO0238-006 06/01/2023 COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN Rates Fringes Hod Carrier. . . . . . . . . . . . . . . . . . . . . .$ 34.97 15.60 ---------------------------------------------------------------- LABO0242-003 06/01/2022 KING COUNTY Rates Fringes LABORER GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 29.82 13.80 GROUP 2A. . . . . . . . . . . . . . . . . . . .$ 34.20 13.80 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 42.86 13.80 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 43. 90 13.80 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 44. 62 13.80 Group 6. . . . . . . . . . . . . . . . . . . . .$ 45. 91 13.90 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $2.25 27 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 28 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc. , prior to final acceptance by the owner) GROUP 2A: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material) ; Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator) ; Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site) ; Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs. ) ; Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit"") ; High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber) ; Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) . Group 6: Miner ---------------------------------------------------------------- 28 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 29 LABO0252-010 06/01/2022 CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC (EXCLUDING SOUTHWEST) , PIERCE, AND THURSTON COUNTIES Rates Fringes LABORER GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 29.82 13.80 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 34.20 13.80 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 42.86 13.80 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 43.90 13.80 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 44.62 13.80 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc. , prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car 29 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 30 GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material) ; Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator) ; Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site) ; Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs. ) ; Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac) ; Faller and Bucker Chain Saw; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit"") ; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber) ; Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Grade Checker and Transit Person; High Scaler; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) . ---------------------------------------------------------------- 30 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 31 LABO0292-008 06/01/2022 ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES Rates Fringes LABORER GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 29.82 13.80 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 34.20 13.80 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 42.86 13.80 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 43.90 13.80 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 44.62 13.80 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc. , prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car 31 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 32 GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material) ; Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator) ; Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site) ; Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs. ) ; Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit"") ; High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber) ; Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) . ---------------------------------------------------------------- 32 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 33 LABO0335-001 06/01/2022 CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN) , SKAMANIA AND WAHKIAKUM COUNTIES Rates Fringes Laborers: ZONE 1: GROUP 1. . . . . . . . . . . . . . . . . . . .$ 37.98 13.80 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 38.76 13.80 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 39.35 13.80 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 39.85 13.80 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 34.75 13.80 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 31.61 13.80 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 27.44 13.80 Zone Differential (Add to Zone 1 rates) : Zone 2 $ 0. 65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change-House Man or Dry Shack Man; Choker Setter; Clean-up Laborers; Curing, Concrete; Demolition, Wrecking and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew) ; Elevator Feeders; Median Rail Reference Post, Guide Post, Right of Way Marker; Fine Graders; Fire Watch; Form Strippers (not swinging stages) ; General Laborers; Hazardous Waste Worker; Leverman or Aggregate Spreader (Flaherty and similar types) ; Loading Spotters; Material Yard Man (including electrical) ; Pittsburgh Chipper Operator or Similar Types; Railroad Track Laborers; Ribbon Setters (including steel forms) ; Rip Rap Man (hand placed) ; Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor) ; Toolroom Man (at job site) ; Tunnel Bullgang (above ground) ; Weight-Man- Crusher (aggregate when used) 33 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 34 GROUP 2: Applicator (including pot power tender for same) , applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw) ; Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc. ) ; Concrete Power Buggyman; Concrete Laborer; Crusher Feeder; Demolition and Wrecking Charred Materials; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime) ; Tool Operators (includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers) ; Pipe Doping and Wrapping; Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet) ; Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground) GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber-mounted drills, and other similar types including at crusher plants; Gunite Nozzleman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts, under extreme conditions unusual to normal drilling, blasting, barring-down, or sloping and stripping) ; Manhole Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power Saw Operators (Bucking and Falling) ; Pumperete Nozzlemen; Sand Blasting (Dry) ; Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and Timbermen; Vibrator; Water Blaster GROUP 4: Asphalt Raker; Concrete Saw Operator (walls) ; Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam (pipelaying) -applicable when employee assigned to move, set up, align; Laser Beam; Tunnel Miners; Motorman-Dinky Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers ---------------------------------------------------------------- LABO0335-019 06/01/2022 Rates Fringes Hod Carrier. . . . . . . . . . . . . . . . . . . . . .$ 37.98 13.80 ---------------------------------------------------------------- 34 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 35 LABO0348-003 06/01/2022 CHELAN, DOUGLAS (W OF 12TH MERIDIAN) , KITTITAS, AND YAKIMA COUNTIES Rates Fringes LABORER GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 25.37 13.80 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 29.16 13.80 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 31.94 13.80 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 32.72 13.80 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 32.09 13.19 BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $1.00 ZONE 3 - $1.30 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $2.25 LABORERS CLASSIFICATIONS GROUP 1: Landscaping and Planting; Watchman; Window Washer/Cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc. , prior to final acceptance by the owner) GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer; Flagman; Pilot Car 35 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 36 GROUP 3: General Laborer; Air, Gas, or Electric Vibrating Screed; Asbestos Abatement Laborer; Ballast Regulator Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter Tender; Cement Finisher Tender; Change House or Dry Shack; Chipping Gun (under 30 lbs. ) ; Choker Setter; Chuck Tender; Clean-up Laborer; Concrete Form Stripper; Curing Laborer; Demolition (wrecking and moving including charred material) ; Ditch Digger; Dump Person; Fine Graders; Firewatch; Form Setter; Gabian Basket Builders; Grout Machine Tender; Grinders; Guardrail Erector; Hazardous Waste Worker (Level C: uses a chemical ""splash suit"" and air purifying respirator) ; Maintenance Person; Material Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale Person; Sloper Sprayer; Signal Person; Stock Piler; Stake Hopper; Toolroom Man (at job site) ; Topper-Tailer; Track Laborer; Truck Spotter; Vinyl Seamer GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs. ) ; Clary Power Spreader; Concrete Dumper/Chute Operator; Concrete Saw Operator; Drill Operator (hydraulic, diamond, aiartrac) ; Faller and Bucker Chain Saw; Grade Checker and Transit Person; Groutmen (pressure) including post tension beams; Hazardous Waste Worker (Level B: uses same respirator protection as Level A. A supplied air line is provided in conjunction with a chemical ""splash suit"") ; High Scaler; Jackhammer; Laserbeam Operator; Manhole Builder-Mudman; Nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) ; Pavement Breaker; Pipe Layer and Caulker; Pipe Pot Tender; Pipe Reliner (not insert type) ; Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power; Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft) ; Spreader (concrete) ; Tamper and Similar electric, air and glas operated tool; Timber Person-sewer (lagger shorer and cribber) ; Track Liner Power; Tugger Operator; Vibrator; Well Point Laborer GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier; Powderman; Re-Timberman; Hazardous Waste Worker (Level A: utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line) . ---------------------------------------------------------------- 36 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 37 PAIN0005-002 07/01/2022 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Painters: STRIPERS. . . . . . . . . . . . . . . . . . . .$ 33.37 18.53 ---------------------------------------------------------------- PAIN0005-004 03/01/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER. . . . . . . . . . . . . . . . . . . . . . . . . .$ 20.82 7.44 ---------------------------------------------------------------- * PAIN0005-006 07/01/2018 ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE) ; CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes PAINTER Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting. . . . . . . . . . . .$ 30.19 11.71 Over 30' /Swing Stage Work. .$ 22.20 7.98 Brush, Roller, Striping, Steam-cleaning and Spray. . . .$ 22.94 11.61 Lead Abatement, Asbestos Abatement. . . . . . . . . . . . . . . . . . .$ 21.50 7.98 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ---------------------------------------------------------------- 37 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 38 * PAIN0055-003 07/01/2023 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes PAINTER Brush & Roller. . . . . . . . . . . . . .$ 35.45 14.92 Spray and Sandblasting. . . . . .$ 35.45 14.92 All high work over 60 ft. = base rate + $0.75 ---------------------------------------------------------------- PAIN0055-006 01/01/2022 CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES Rates Fringes Painters: HIGHWAY & PARKING LOT STRIPER. . . . . . . . . . . . . . . . . . . . .$ 48.17 16.00 ---------------------------------------------------------------- PLAS0072-004 06/01/2023 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES Rates Fringes CEMENT MASON/CONCRETE FINISHER ZONE 1. . . . . . . . . . . . . . . . . . . . . .$ 38.05 16.89 Zone Differential (Add to Zone 1 rate) : Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office ---------------------------------------------------------------- 38 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 39 PLAS0528-001 06/01/2023 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes CEMENT MASON CEMENT MASON. . . . . . . . . . . . . . . .$ 52.10 20.27 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE. . . . . . .$ 52.60 20.27 TROWELING MACHINE OPERATOR ON COMPOSITION. . . . . . . . . . . . . .$ 52.60 20.27 ---------------------------------------------------------------- PLAS0555-002 06/01/2023 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes CEMENT MASON CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD. .$ 45.06 19.95 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD. . . . . . . . . . . .$ 44.19 19.95 CEMENT MASONS. . . . . . . . . . . . . . .$ 43.33 19.95 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS. . .$ 44.19 19.95 Zone Differential (Add To Zone 1 Rates) : Zone 2 - $0. 65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- 39 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 40 TEAM0037-002 06/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: ZONE 1 GROUP 1. . . . . . . . . . . . . . . . . . . .$ 29.33 16.40 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 29.46 16.40 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 29.60 16.40 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 29.89 16.40 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 30.03 16.40 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 30.31 16.40 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 30.53 16.40 Zone Differential (Add to Zone 1 Rates) : Zone 2 - $0. 65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. TRUCK DRIVERS CLASSIFICATIONS GROUP 1: A Frame or Hydra lifrt truck w/load bearing surface; Articulated Dump Truck; Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated) ; Concrete Pump Truck; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site) ; Loader and/or Leverman on Concrete Dry Batch Plant (manually operated) ; Pilot Car; Pickup Truck; Solo Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) up to 3, 000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Leverman; Tireman 40 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 41 GROUP 2: Boom Truck/Hydra-lift or Retracting Crane; Challenger; Dumpsters or similar equipment all sizes; Dump Trucks/Articulated Dumps 6 cu to 10 cu. ; Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer or doubles transporting equipment or wet or dry materials; Lumber Carrier, Driver-Straddle Carrier (used in loading, unloading and transporting of materials on job site) ; Oil Distributor Driver or Leverman; Transit mix and wet or dry mix trcuks: over 5 cu. yds. and including 7 cu. yds. ; Vacuum Trucks; Water truck/Wagons (rated capacity) over 3,000 to 5, 000 gallons GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds. includes Articulated Dump Trucks; Self-Propelled Street Sweeper; Transit mix and wet or dry mix truck: over 7 cu yds. and including 11 cu yds. ; Truck Mechanic-Welder-Body Repairman; Utility and Clean-up Truck; Water Wagons (rated capacity) over 5, 000 to 10,000 gallons GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom cumps, including Semi-Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes Articulated Dump Trucks; Fire Guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds. ; Water Wagon (rated capacity) over 10,000 gallons to 15, 000 gallons GROUP 5: Composite Crewman; Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. includes Articulated Dump Trucks GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre-Batch concrete Mix Trucks; Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds. , and includes Articulated Dump Trucks; Skid Truck GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds., includes Articulated Dump Trucks; Industrial Lift Truck (mechanical tailgate) ---------------------------------------------------------------- 41 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 42 * TEAM0174-001 06/01/2020 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drivers: ZONE A: GROUP 1: . . . . . . . . . . . . . . . . . . .$ 42.88 20. 92 GROUP 2: . . . . . . . . . . . . . . . . . . .$ 42.04 20. 92 GROUP 3: . . . . . . . . . . . . . . . . . . .$ 39.23 20. 92 GROUP 4: . . . . . . . . . . . . . . . . . . .$ 34.26 20. 92 GROUP 5: . . . . . . . . . . . . . . . . . . .$ 42.43 20. 92 ZONE B (25-45 miles from center of listed cities*) : Add $.70 per hour to Zone A rates. ZONE C (over 45 miles from centr of listed cities*) : Add $1.00 per hour to Zone A rates. *Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK DRIVERS CLASSIFICATIONS GROUP 1 - ""A-frame or Hydralift"" trucks and Boom trucks or similar equipment when ""A"" frame or ""Hydralift"" and Boom truck or similar equipment is used; Buggymobile; Bulk Cement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat DW series, Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid Two and Four-Wheeled power tractor with trailer and similar top-loaded equipment transporting material: Dump Trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with 16 yards to 30 yards capacity: Over 30 yards $.15 per hour additional for each 10 yard increment; Explosive Truck (field mix) and similar equipment; Hyster Operators (handling bulk loose aggregates) ; Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck-3, 000 gallons and over capacity 42 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 43 GROUP 2 - Bulllifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four-wheeled power tractor with trailer and similar top-loaded equipment transporting material: Dump trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof with less than 16 yards capacity; Flatbed (Dual Rear Axle) ; Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor truck; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber-tired) (when used within Teamster jurisdiction) ; Vacuum truck; Water Wagon and Tank trucks-less than 3, 000 gallons capacity; Winch Truck; Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle) ; Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical ""splash suit."" LEVEL A: +$.75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- 43 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 44 TEAM0690-004 01/01/2019 ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES Rates Fringes Truck drivers: (AREA 1: SPOKANE ZONE CENTER: Adams, Chelan, Douglas, Ferry, Grant, Kittitas, Lincoln, Okanogan, Pen Oreille, Spokane, Stevens, and Whitman Counties AREA 1: LEWISTON ZONE CENTER: Asotin, Columbia, and Garfield Counties AREA 2: PASCO ZONE CENTER: Benton, Franklin, Walla Walla and Yakima Counties) AREA 1: GROUP 1. . . . . . . . . . . . . . . . . . . .$ 23.91 17.40 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 26.18 17.40 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 26.68 17.40 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 27.01 17.40 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 27.12 17.40 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 27.29 17.40 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 27.82 17.40 GROUP 8. . . . . . . . . . . . . . . . . . . .$ 28.18 17.40 AREA 2: GROUP 1. . . . . . . . . . . . . . . . . . . .$ 26.05 17.40 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 28.69 17.40 GROUP 3. . . . . . . . . . . . . . . . . . . .$ 28.80 17.40 GROUP 4. . . . . . . . . . . . . . . . . . . .$ 29.13 17.40 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 29.24 17.40 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 29.24 17.40 GROUP 7. . . . . . . . . . . . . . . . . . . .$ 29.78 17.40 GROUP 8. . . . . . . . . . . . . . . . . . . .$ 30.10 17.40 Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00) BASE POINTS: Spokane, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: Outside 45 radius miles from the main post office 44 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 45 TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and under) ; Leverperson (loading trucks at bunkers) ; Trailer Mounted Hydro Seeder and Mulcher; Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber-tired, pulling trailer or similar equipment) GROUP 3: Auto Crane (2000 lbs. capacity) ; Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under) ; Flat Bed Truck with Hydraullic System; Fork Lift (3001-16, 000 lbs. ) ; Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar) ; Tireperson; Transit Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds. ) ; Trucks, side, end, bottom & articulated end dump (3 yards to and including 6 yds. ) ; Warehouseperson (to include shipping & receiving) ; Wrecker & Tow Truck GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end, bottom & articulated end dump (over 6 yards to and including 12 yds. ) ; Truck Mounted Hydro Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons) GROUP 5: Dumptor (over 6 yds. ) ; Lowboy (50 tons & under) ; Self- loading Roll Off; Semi-Truck & Trailer; Tractor with Steer Trailer; Transit Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds. ) ; Trucks, side, end, bottom and end dump (over 12 yds. to & including 20 yds. ) ; Truck-Mounted Crane (with load bearing surface either mounted or pulled, up to 14 ton) ; Vacuum Truck (super sucker, guzzler, etc. ) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16, 000 lbs. ) ; Dumps (Semi-end) ; Mechanic (Field) ; Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.) ; Trucks, side, end, bottom and articulated end dump (over 20 yds. to & including 40 yds. ) ; Truck and Pup; Tournarocker, DWs & similar with 2 or more 4 wheel-power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001- 14,000 gallons) ; Lowboy(over 50 tons) GROUP 7: Oil Distributor Driver; Stringer Truck (cable oeprated trailer) ; Transit Mixers & Trucks Hauling Concrete (over 20 yds. ) ; Truck, side, end, bottom end dump (over 40 yds. to & including 100 yds. ) ; Truck Mounted Crane (with load bearing surface either mounted or pulled (16 through 25 tons) ; 45 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 46 GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end, bottom and articulated end dump (over 100 yds. ) ; Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C-D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully encapsulated suit with a self-contained breathing apparatus. Employees shall be paid Hazmat pay in increments of four (4) and eight(8) hours. NOTE: Trucks Pulling Equipment Trailers: shall receive $.15/hour over applicable truck rate ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- ---------------------------------------------------------------- Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii) ) . 46 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 47 ---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type (s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local) , a survey rate (weighted average rate) or a union average rate (weighted union average rate) . Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e. , Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those 47 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 48 classifications; however, 100o of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1. ) Has there been an initial decision in the matter? This can be. * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2. ) and 3. ) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1. ) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the 48 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction Page 49 interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. ---------------------------------------------------------------- END OF GENERAL DECISION TV 49 Page WA20230001 Modification 7 Federal Wage Determinations for Highway Construction