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CAG2023-501 - Original - ICON Materials, Inc. - East Valley Highway Preservation: S. 212th St to S. 196th St - 09/27/2023
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: c 09/18/2023 09/25/2023 Q Mayor or Designee to Sign. Date of Council Approval: Q Q Interlocal Agreement Uploaded to Website 9/5/2023 Budget Account Number: Grant? Yes❑ No❑ R90126 Budget? Yes❑No Type: N/A Vendor Name: Category ICON Materials, Inc. Contract Vendor Number: Sub-Category: Original O Project Name: East Valley Highway Preservation - S 212th Street to S 196th Street i Project Details: This project will build on the recently completed pavement repairs and dig out work on East Valley Highway(EVH)by overlaying 0 the entire roadway from the intersection of 196th St.south through the 212th St.intersection.Cement concrete approach lanes will be constructed to the north and south of the 212th intersection to prevent rutting from heavy truck traffic.This project will y include sidewalk repairs and curb ramp upgrades to comply with the Americans with Disabilities Act(ADA)requirements. Basis for Selection of Contractor: AgreementAmount $2,260,556 Bid E *Memo to Mayor must be attached L Start Date: within 10 days I—Notice to Proceed Termination Date: within 90 days from start Q Local Business?❑Yes❑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:_,EEEW., ❑Yes❑No CAG2023-501 Comments: H i 3 f0 IM C C O 11 J 3 � a, a, cc Date Received:City Attorney: 9/18/23 Date Routed:Mayor's Office9/26/23 City Clerk's Office 9/28/23 adccW22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20221201 KENT W A S H I N G T O N DATE: September 5, 2023 TO: Kent City Council SUBJECT: 84th Avenue South (East Valley Highway) Preservation — South 212th Street to South 196th Street - Award MOTION: I move to award the 84t" Avenue South (East Valley Highway) Preservation - South 212t" Street to South 196t" Street Project to ICON Materials in the amount of $2,260,556 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: This project will build on the recently completed pavement repairs and dig out work on East Valley Highway (EVH) by overlaying the entire roadway from the intersection of South 196th Street south through the South 212th Street intersection. Cement concrete approach lanes will be constructed to the north and south of the South 212th Street intersection to prevent rutting from heavy truck traffic. This project will include curb ramp upgrades to comply with the Americans with Disabilities Act (ADA) requirements. The bid opening for the 84t" Avenue South (East Valley Highway) Preservation - South 2121" Street to South 1961" Street Project was held on August 22, 2023, with seven bids received. The lowest responsible and responsive bid was submitted by ICON Materials in the amount of $2,260,556. Bid Tab Summary 1. ICON Materials $2,260,556.00 2. Active Construction $2,277,277.00 3. Strickland and Sons Excavation $2,350,954.00 4. Tucci & Sons, Inc. $2,368,040.00 5. Sound pacific Construction $2,579,980.00 6. Lakeside Industries, Inc. $2,595,515.00 7. KC Equipment, LLC $2,784,585.50 Engineer's Estimate $2,400,225.00 BUDGET IMPACT: This project will utilize a $1.4 million grant from the Puget Sound Regional Council. The remaining funds will come from the City's Streets Fund. SUPPORTS STRATEGIC PLAN GOAL: Evolving Infrastructure - Connecting people and places through strategic investments in physical and technological infrastructure. ATTACHMENTS: 1. 84th Ave S (EVH) Preservation - Bid Tab (PDF) CONFORMED TO ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 84th Ave. S. ( East Valley Highway) Preservation S. 212th St. to S. 196th St Federal Aid Number: STBGUL- 1073(006) Project Number: 20-3015 BIDS ACCEPTED UNTIL August 22, 2023 11:00 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 WA 5 H I N G T 0 N CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 84th Ave. S. ( East Valley Highway) Preservation S. 212th St. to S. 196th St, Federal Aid Number: STBGUL- 1073(006) Project Number: 20-3015 BIDS ACCEPTED UNTIL August 22, 2023 11 :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 WASHI NGTON r V W J AL 7/26/23 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 Project Sign Prevailing Wage Rates CPM Development Corporation BIDDER'S NAME DBA ICON Materials CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR 84th Ave. S. ( East Valley Highway) Preservation S. 212th St. to S. 196th St Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 BIDS ACCEPTED UNTIL August 22, 2023 11:00 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 W A S H I N 0 T O N Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Bid Document Contents 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........................................................................ 27 BidBond Form.....................................................................................28 Contractor's Qualification Statement........................................................ 29 Statement that Bidder Has Not Been Disqualified....................................... 32 Certification of Compliance with Wage Payment Statutes ........................ 33 Subcontractor List (over $1 million) — HVAC, Plumbing, and Electrical........... 34 Subcontractor List (over $1 million) — Structural Steel Installation and RebarInstallation................................................................................. 35 Local Agency Subcontractor List (271-015A)............................................. 36 Combined Declaration Form (Non-Collusion, Minimum Wage) ...................... 37 Non-Collusion Declaration (272-036I)...................................................... 38 Local Agency Certification for Federal-Aid Contracts (272-040A) .................. 39 Disadvantaged Business Enterprise (DBE) Bid Item Breakdown Form (272-054) ...........................................................................................40 Disadvantaged Business Enterprise Utilization Certification (272-056) ...........................................................................................42 CPM Developments Corporation DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Disadvantaged Business Enterprise (DBE) Trucking Credit Form (272-058) ...........................................................................................45 Disadvantaged Business Enterprise Written Confirmation Document (422-031) ...........................................................................................47 Required Contract Provisions Federal-Aid Construction Contracts (FHWA-1273) ......................................................................................48 Proposal for Incorporating Recycle Materials into the Project ....................... 61 ChangeOrder...................................................................................... 62 Bidder's Checklist................................................................................. 64 CPM Development Corporation DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through August 22, 2023, up to 11:00 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 11:00 a.m. for the City of Kent project named as follows: 841h Ave. S. (East Valley Highway) Preservation S. 2121h St. to S. 1961h St. Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 planing 36,000 square yards of bituminous pavement, paving 5,100 tons of HMA Cl 1/2 , PG 58V-22, removing HMA and replacing the area with 350 cubic yards of cement concrete pavement including dowels and tie bars, reconstructing 16 curb ramps to ADA standards, reconstructing 1 driveways, installing 81 vehicle detection loops, 120 square yards of sidewalk repairs, temporary pavement markings, 21,000 feet of permanent channelization, and other work, all in accordance with the Contract Plans, Kent Special Provisions, and WSDOT Standard Specifications. The Engineer's estimated range for this project is approximately $2,200,000- 2,500,000. The DBE goal for this project is 16%. 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.aov/pay-and-aRRIY/bids-procurement-rfps.. Copies of the WSDOT Standard Specifications are available for perusal only. Apprentice Utilization Requirements are mandatory for all public works estimated to cost one million dollars or more, in which case no less than 15% of the labor hours must be performed by apprentices. KCC 6.01.030. � CPM Development • Corporation DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 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 sixt (60) days after the day of bid opening. Dated this 31s' day of July 2023. BY: Kim rl y A. Komoto, City Clerk YJ Published: Daily Journal of Commerce on August 1, August 8, and August 15, 2023 Washington State Office of Minority and Women's Business Enterprise on August 1, 2023 CPM Development Corporation DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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. CPM Development Corporation DBA ICON Materials EVH Preservation - 212th St - 19611'St/Holcomb 3 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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. EVH Preservation - 212th St - 196111 St/Holcomb 4 CPM Development July 27, 2023 Federal Aid Number: STBGUL-1073(006) Corporation 4 Project Number: 20-3015 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 16% 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. CPM Development Corporation DBA ICON Materials EVH Preservation - 212th St - 1901'St/Holcomb 5 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always verify Scal CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date August 22nd, 2023 This statement relates to a proposed contract with the City of Kent named 84th Ave. S. (East Valley Highway) Preservation S. 2121h St. to S. 196th St. Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 I am the undersigned bidder or prospective contractor. I represent that - 1. I X 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. CPM Development Corporation DBA ICON Materials NAME OF BIDDER BY: //Oz li�� - SIGNATURE/TITLE Construction Manager Mark Eichelberger 1508 Valentine Ave SE Pacific, WA 98047-2103 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) EVH Preservation - 212th St - 19611' St/Holcomb 6 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal 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. CPM Development EVH Preservation - 212th St - 19611' St/Holcomb 7 Corporation July 27, 2023 Federal Aid Number: STBGUL-1073(006) DBA ICON Materials Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal 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: CPM Development EVH Preservation - 212th St - 19611'St/Holcomb S Corporation July 27, 2023 Federal Aid Number: STBGUL-1073(006) Dgq ICON Materials Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal 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 CPM Development EVH Preservation - 212th St - 19611,St/Holcomb 9 Corporation July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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). All. 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 fu he five requirements referenced above. By: 4�ze�>�677� Mark Eichelberger For: CPM Development Corporation DBA ICON Materials Title: Construction Manager Date: August 22nd, 2023 EVH Preservation - 212th St - 1961" St/Holcomb 10 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal 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. CPM Development Corporation • EVH Preservation -212th St - 1961" St/Holcomb 11 DBA ICON Materials July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal H PROPOSAL To the City Clerk City Hall Kent, Washington 98032 CPM Development Corporation The undersigned hereby certifies that IRA ICON Materials has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named 841 Ave. S. (East Valley Highway) Preservation — S. 212th St. to S. 1961h St./Federal Aid Number: STBGUL-1073(006) /Project Number: 20-301S 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. EVH Preservation - 212th St - 1961" St/Holcomb 12 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ 159,000.00 $ 159,000.00 WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $4,800.00 $ 4,800.00 WSDOT LUMP SUM Per LS 1010 2-02.5 340 Remove Existing Asphalt $46.00 $ 15,640.00 KSP SQ YDS Concrete Pavement Per SY 1020 2-02.5 410 Remove Cement Concrete $66.00 $ 27,060.00 KSP SQ YDS Sidewalk Per SY 1025 2-02.5 700 Remove Cement Concrete $29.00 $ 20,300.00 KSP LN FT Curb and Gutter Per LF 1030 2-02.5 50 Remove Cement Concrete $50.00 $2,500.00 KSP LN FT Extruded Curb Per LF 1050 2-02.5 900 Saw Cut Existing Asphalt $7.76 $ 6,984.00 KSP LN FT Concrete Pavement Per LF 1055 2-03.5 100 Saw Cut Existing Cement $7.76 $ 776.00 KSP LN FT Concrete Pavement Per LF 1060 2-03.5 100 Roadway Excavation Incl. $ 82.00 $ 8,200.00 WSDOT CU YDS Haul Per CY 1065 2-03.5 10 Unsuitable Foundation $ 250.00 $ 2,500.00 WSDOT CU YDS Excavation Incl. Haul Per CY EVH Preservation - 212th St - 1961h St/Holcomb 13 August 17, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 CPM Development Corporation DBA ICON Materials SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1075 4-03.5 50 Gravel Borrow, Including Haul $39.00 $ 1 ,950.00 KSP TONS and Compaction Per TON 1080 4-04.5 100 Crushed Surfacing Top $ 80.00 $ 8,000.00 KSP TONS Course, 5/8 Inch Minus Per TON ($6.00 Min) 1095 5-04.5 180 HMA Class 1/2", PG 58V-22 $ 145.00 $ 26,100.00 KSP TONS Per TON 1100 5-04.5 4,900 HMA for Full Width Overlay $112.00 $ 548,800.00 KSP TONS Class 1/2," PG 58V-22 Per TON 1105 5-04.5 1 Asphalt Cost Price Adjustment $10,000** $10,000 KSP CALC Per CALC "Common price to all bidders 1110 5-04.5 35,500 Planing Bituminous Pavement, $ 5.00 $ 177,500.00 KSP SQ YDS 2" Thick Per SY 1112 5-04.5 1,450 Planing Bituminous Pavement, $ 16.00 $ 23,200.00 KSP SQ YDS 8" Thick Per SY 1118 5-04.5 50 Hot Plant Mix for Temporary $145.00 $ 7,250.00 KSP TONS Pavement Patch Per TON 1120 5-04.5 1 BNSF Flagging $10,800** $10,800 KSP FORCE Per FA ACCOUNT "Common price to all bidders 1130 5-05.5 350 Cement Concrete Pavement - $840.00 $294,000.00 KSP CU YDS Including Dowels Per CY EVH Preservation — 212th St - 1961h St/Holcomb 14 t August 17, 2023 A ®GVelOpmen Federal Aid Number: STBGUL-1073(006) CP Project Number: 20-3015 Corporation DBA ICON Materials SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1140 8-06.5 80 Cement Concrete Driveway, $ 187.00 $ 14,960.00 KSP SQ YDS 8 Inch Depth, Reinforced Per SY 1145 8-14.5 120 Cement Concrete Sidewalk $93.00 $ 11 ,160.00 KSP SQ YDS Per SY 1170 8-14.5 10 Cement Concrete Sidewalk $ 2,480.00 $ 24,800.00 KSP EACH Ramp Type Parallel A Per EA 1177 8-14.5 2 Cement Concrete Sidewalk $ 1 ,400.00 $ 2,800.00 KSP EACH Ramp Type Wing Per EA 1180 8-14.5 4 Cement Concrete Sidewalk $ 2,300.00 $9,200.00 KSP EACH Ramp Type Single Direction A Per EA 1200 8-04.5 90 Cement Concrete Curb and $50.00 $ 4,500.00 KSP LN FT Gutter, 8 Inch Depth, Per LF Reinforced 1205 8-04.5 700 Cement Concrete Curb and $32.00 $ 22,400.00 KSP LN FT Gutter Per LF 1210 8-04.5 50 Cement Concrete Extruded $78.50 $ 3,925.00 KSP LN FT Curb Per LF 1211 8-04.5 350 Pedestrian Curb $31 .00 $ 10,850.00 KSP LN FT Per LF 1221 7-05.5 2 Replace Existing Catch Basin $ 1 ,050.00 $ 2,100.00 KSP EACH Frame and Grate and Adjust Per EA to Finished Grade EVH Preservation — 212th St- 196th St/Holcomb 15 CPM Development August 17, 2023 Federal Aid Number: STBGUL-1073(006) Corporation Project Number: 20-3015 p DBA ICON Materials SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 1223 7-05.5 2 Replace Existing Catch Basin $ 1 ,050.00 $ 2,100.00 KSP EACH Frame and Grate with ADA Per EA Locking Frame and Grate 1225 7-05.5 33 Replace Existing Manhole $ 1 ,175.00 $ 38,775.00 KSP EACH Circular Frame and Cover and Per EA Adjust to Finished Grade 1229 7-05.5 3 Replace Existing Rectangular $ 700.00 $ 2,100.00 KSP EACH Frame and Cover with Round Per EA Frame and Cover 1230 7-12.5 30 Replace Existing Valve Box $ 625.00 $ 18,750.00 KSP EACH Top Section and Lid Per EA 1245 8-13.5 11 Install New Riser for $ 550.00 $ 6,050.00 KSP EACH Monument's Case and Cover Per EA to Finished Grade 1270 8-20.5 1 Adjust Existing Junction Box $525.00 $ 525.00 KSP EACH to Finished Grade Per EA 1275 8-20.5 3 Non-skid Type 1 Junction Box $ 945.00 $ 2,835.00 KSP EACH Frame and Cover Per EA 1280 8-20.5 -7 6 Non-skid Type 2 Junction Box $ 1,575.00 $ 9,450.00 KSP EACH Frame and Cover Per EA 1281 8-20.5 1 Relocate Type 2 Junction $2,625.00 $ 2,625.00 KSP EACH Box Frame and Cover Per EA CPM Development EVH Preservation - 212th St- 196th St/Holcomb 16 Corporation August 17, 2023 Federal Aid Number: STBGUL-1073(006) DBA ICON Materials Project Number: 20-3015 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1285 8-20.5 3 Non-skid Type 8 Junction Box $ 2,940.00 $ 8,820.00 KSP EACH Frame and Cover Per EA 1289 8-21.5 1 Permanent Signing $4,100.00 $4,100.00 KSP LUMP SUM Per LS 1290 8-28.5 20 Pothole Utilities $ 200.00 $ 4,000.00 KSP EACH Per EA 1292 8-30.5 1 Project Sign Installation $ 1 ,400.00 $ 1 ,400.00 KSP EACH Per EA 1299 1-04.4(1) 1 Minor Changes $10,000** $10,000 WSDOT CALC Per CALC "Common price to all bidders Schedule I Total $ 1 ,573 5 585.00 EVH Preservation - 212th St - 1961h St/Holcomb 17 CPM Development August 17, 2023 Federal Aid Number: STBGUL-1073(006) Corporation Project Number: 20-3015 DBA ICON Materials SCHEDULE III - SEWER - NON-ELIGIBLE ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 1310 7-17.5 90 PVC Sewer Pipe, 12 Inch $215.00 $ 19,350.00 KSP LN FT Diameter Per LF 1315 2-02.5 90 Remove and Dispose of $ 75.00 $ 6,750.00 KSP LN FT Existing 12 Inch Diameter AC Per LF Sewer Pipe 1335 2-09.5 950 Shoring or Extra Excavation, $ 1 .10 $ 1 ,045.00 * WSDOT SQ FT Class B Per SF 1340 7-08.5 40 Foundation Material, $70.00 $ 2,800.00 KSP TONS Class I and II Per TON 1345 7-08.5 60 Pipe Zone Bedding $75.00 $ 4,500.00 * KSP TONS Per TON 1350 7-08.5 180 Bank Run Gravel for Trench $ 52.00 $9,360.00 * KSP TONS Backfill Per TON 1360 7-17.5 1 Dewatering $10,000** $10,000 KSP FORCE Per FA ACCOUNT **Common price to all bidders Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. Schedule III Total $ 53$805.00 CPM Development Corporation EVH Preservation - 212th St - 19611'St/Holcomb 18 DPA ICON Materials July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1400 7-04.5 60 Storm Sewer Pipe, $ 190.00 $ 1 1 ,400.00 KSP LN FT 8 Inch Diameter Per LF 1410 7-05.5 1 Catch Basin, Type 1 $1 ,600.00 $1 ,600.00 KSP EACH Per EA 1430 7-05.5 1 Vaned Catch Basin Frame and $375.00 $ 375.00 KSP EACH Grate Per EA 1435 2-09.5 460 Shoring or Extra Excavation, $ 1 .10 $ 506.00 * WSDOT SQ FT Class B Per SF 1445 7-08.5 40 Pipe Zone Bedding $ 75.00 $3,000.00 * KSP TONS Per TON 1450 7-08.5 80 Bank Run Gravel for Trench $ 52.00 $4,160.00 * KSP TONS Backfill Per TON Items bearing this description is found in more than one schedule. In accordance * with the CONTRACT PROPOSAL - NOTE TO BIDDERS, it is required that the same unit price is entered on corresponding items on each schedule. Schedule IV Total $ 21 7041 .00 CPM Development Corporation Federal AidVon Nulmber: STBGUL-1073(006)olcomb i9 DBA ICON Materials July 27, 2023 Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 1505 1-10.5(2) 11400 Flaggers $ 75.00 $105,000.00 WSDOT HOURS Per HR 1510 1-10.5(2) 500 Traffic Control Supervisor $ 80.00 $ 40,000.00 KSP HOURS Per HR 1520 1-10.5(2) 1 Other Temporary Traffic $6,440.00 $ 6,440.00 WSDOT LUMP SUM Control Devices Per LS 1530 1-10.5(2) 31500 Portable Changeable Message $ 5.00 $ 17,500.00 WSDOT HOURS Sign Per HR 1535 1-10.5(2) 2,000 Sequential Arrow Sign $2.50 $ 5,000.00 WSDOT HOURS Per HR 1540 1-10.5 100 Construction Signs Class A $ 18.00 $ 1 ,800.00 WSDOT SQ FT Per SF 1545 1-10.5 220 Uniformed Off-Duty Police $ 155.00 $ 34,100.00 KSP HOURS Officer Per HR 1550 8-23.5 60,000 Temporary Pavement $0.32 $ 19,200.00 WSDOT LN FT Marking - Short Duration Per LF 1580 8-09.5 7 Raised Pavement Marker $ 814.00 $ 5,698.00 WSDOT HUNDRED Type 2 Per HUND 1585 8-22.5 200 Single Solid Plastic Edge Line $7.35 $ 1 ,470.00 KSP LN FT Per LF EVH Preservation - 212th St - 1961" St/Holcomb 20 CPM eve op July 27, 2023 Federal Aid Number: STBGUL-1073(006) Corporation Project Number: 20-3015 p pB&10� -Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see ways Verify Scal SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 1590 8-22.5 130 Single Dotted Plastic Edge $7.50 $ 975.00 KSP LN FT Line Per LF 1595 8-22.5 1,500 Profiled Plastic Double Yellow $8.40 $ 12,600.00 KSP LN FT Center Line Per LF 1600 8-22.5 1,100 Profiled Plastic Wide Line $ 8.40 $ 9,240.00 KSP LN FT Per LF 1605 8-22.5 101200 Profiled Plastic Skip Line $ 2.65 $27,030.00 KSP LN FT Per LF 1610 8-22.5 7,800 Profiled Plastic Two-Way Left $ 6.00 $46,800.00 KSP LN FT Turn Lane Line Per LF 1615 8-22.5 31000 Plastic Crosswalk Line $ 9.00 $ 27,000.00 WSDOT SQ FT Per SF 1625 8-22.5 650 Plastic Stop Line $ 13.00 $ 8,450.00 KSP LN FT (24 Inch Wide) Per LF 1630 8-22.5 35 Plastic Traffic Arrow $ 400.00 $ 14,000.00 WSDOT EACH Per EA 1635 8-22.5 8 Plastic Traffic Letter $ 263.00 $ 2,104.00 WSDOT EACH Per EA 1660 8-22.5 400 Paint Existing Traffic Curb $3.00 $ 1 ,200.00 KSP LN FT Per LF EVH Preservation - 212th St - 1961" St/Holcomb 21 GpM DevelapnientJuly 27, 2023 Federal Aid Number: STBGUL-1073(006) Corporation Project Number: 20-3015 Q®N Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement e w xwa.com - Always Verify Scal SCHEDULE V — TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1665 8-22.5 4 Plastic Railroad Crossing $ 1 ,710.00 $ 6,840.00 WSDOT EACH Symbol Per EA 1680 8-22.5 1 Referencing Existing $9,500.00 $ 9,500.00 KSP LUMP SUM Pavement Markings Per LS Schedule V Total $ 401 947.00 CPM Development EVH Preservation - 212th St - 19611'St/Holcomb 22 Corporation July 27, 2023 Federal Aid Number: STBGUL-1073(006) DBA ICON Materials Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1700 8-20.5 81 6 Foot Diameter Traffic Loop $1 ,050.00 $ 85,050.00 KSP EACH Per EA 1710 8-20.5 2 Stub-out to Existing Junction $ 525.00 $ 1 ,050.00 KSP EACH Box Per EA 1715 8-20.5 + 50o m E anie Run Gable Additional $ 10.75 $ 5,375.00 KSP LUMP SUN Lead-In Wire Per i=S LF LN FT 1717 8-20.5 1 Countdown LED Pedestrian $ 1 ,575.00 $ 1 ,575.00 KSP EACH Head (Type C Mount) Per EA 1718 8-20.5 6 Righthand Countdown LED $ 1 ,050.00 $6,300.00 KSP EACH Pedestrian Head (Type E Per EA Mount) 1719 8-20.5 6 Lefthand Countdown LED $ 1,050.00 $ 6,300.00 KSP EACH Pedestrian Head (Type E Per EA Mount) 1720 8-20.5 10 Pedestrian Pushbutton (PPB) $ 2,625.00 $ 26,250.00 KSP EACH Post with Curb Base Per EA 1725 8-20.5 10 Pedestrian Pushbutton (APS) $ 2,625.00 $ 26,250.00 KSP EACH Per EA 1727 8-20.5 2 Relocate Existing Pushbutton $ 2,625.00 $ 5,250.00 KSP EACH Assembly Post Per EA 1730 8-20.5 5 Remove and Fill Wireless $473.00 $2,365.00 KSP EACH Traffic Sensors Per EA EVH Preservation - 212th St- 196th St/Holcomb 23 CPM Development August 17, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Corporation DBA ICON Materials SCHEDULE VI - ELECTRICAL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1735 8-20.5 130 Conduit Pipe 2 Inch Diameter $21 .00 $2,730.00 KSP LN FT Schedule 80 PVC Per LF 1737 8-20.5 10 Conduit Pipe 4 Inch Diameter $ 31 .50 $ 315.00 KSP LN FT Schedule 80 PVC Per LF 1740 8-20.5 10 Sand for Conduit Bedding $63.00 $ 630.00 KSP TONS Per TON 1780 8-20.5 3 Installation and Connections - $ 2,100.00 $6,300.00 KSP EACH City Owned Video Detection Per EA Camera Schedule VI Total $ 175,740.00 CPM Development EVH Preservation - 212th St- 1961h St/Holcomb 24 Corporation August 17, 2023 Federal Aid Number: STBGUL-1073(006) Materials Project Number: 20-3015 ®�A ICON SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1800 8-01.5(2) 68 Inlet Protection $ 56.00 $ 3,808.00 KSP EACH Per EA 1810 8-01.5(2) 50 ESC Lead $ 17.00 $ 850.00 KSP HOURS Per HR 1815 8-01.5 80 Street Cleaning $ 225.00 $ 18,000.00 WSDOT HOURS Per HR 1820 8-01.5(2) 1 Erosion/Water Pollution $1,500** $1,500 WSDOT FORCE Control Per FA ACCOUNT **Common price to all bidders 1825 1-07.15(i) 1 SPCC Plan $ 230.00 $ 230.00 WSDOT LUMP SUM Per LS 1830 8-01.5(2) 50 Seeding, Fertilizing, and $ 51 .00 $ 2,550.00 KSP SQ YDS Mulching Per SY 1835 8-02.5 50 Topsoil Type A $ 150.00 $ 7,500.00 KSP CU YDS Per CY Schedule VII Total $ 341 .00 CPM Development Corporation EVH Preservation - 212th St - 1961" St/Holcomb 25 DBA ICON Materials July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify scal BID SUMMARY Schedule I $175737585.00 Street Schedule III $53,805.00 Sewer- Non Eligible Schedule IV $21 ,041 .00 Storm Sewer Schedule V $401 .947.00 Traffic Control Schedule VI $175.740-00 Electrical Schedule VII $34.438.00 Temporary Erosion &Sedimentation Control TOTAL BID AMOUNT $2 , 2601556 . 00 CPM Development Corporation EVH Preservation - 212th St - 196111 St/Holcomb 26 DBA ICON Materials July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number; 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 ninety (90) 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 1 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. CPM Development Corporation DATE: August 22nd, 2023 DBA !1,Q9N Materials NA DD R Signatur of ruthorized 71 presentative Mark Eichelberger (Print Name and Title) Construction Manager Address 1508 Valentine Ave SE, Pacific, WA 98047-2103 EVH Preservation - 212th St - 196111 St/Holcomb 27 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always verify Scal ' PUBLIC WORKS Chad Bieren, P.E. Director • 400 West Ken, WA 98032 S:�IKC FE N T Fax: 253-856-6500 WASHINGTON PHONE: 253-856-5515 CITY OF KENT KING COUNTY, WASHINGTON 84th Ave. S. (East Valley Highway) Preservation S. 212th St. to S. 196th St. Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 ADDENDUM No. 1 August 17, 2023 FROM: The Office of the City Engineer, Kent Washington TO: All Plan Holders of the Project Specifications and Plans This addendum forms a part of the Contract documents and modifies the Project Proposal and Specifications and Contract Drawings in accordance with the following: ALL CHANGES ARE REFLECTED IN RED I - BIDDER'S DOCUMENTS The following changes are included in the attached replacement pages, Schedule I and VI of the Bidder's Document. Bidders must use the updated documents. SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 1280 8-20.5 -7 6 Non-skid Type 2 Junction Box $ $ KSP EACH Frame and Cover Per EA 1281 8-20.5 1 Relocate Type 2 )unction $ $ KSP EACH Box Frame and Cover Per EA > 0 rn s c v Y *Mayor Dana Ralph of Kent Public Works CPM Developmenf ty Corporation DBA ICON Materials SCHEDULE VI ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO QUANTITY PRICE AMOUNT 1715 8-20.5 + 500 joeme Run Cable Additional $ $ KSP ' UMP SUM Lead-In Wire Per 4:6 LF LN FT II - KENT SPECIAL PROVISIONS Page SP-19 - Section 1-07.6 - Permits and Licenses REVISE this section by deleting the last sentence. The City has obtained the following: Noise variance for nighttime work where listed in 1-07.23. Des Maines, WA Page SP-133 - Section 8-20.5 - Payment ADD the following to this section: The unit contract price for "Relocate Tyne 2 Junction Box Frame an Cover" per each constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and dispose of the existing frame and cover, backfill, install the new frame and cover in the new location and adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per lineal foot for "Additional ad-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. CPM Development Corporation DBA ICON Materials 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. III - PLANS REPLACE plan sheets 16, 17, and 20. Sheet 16 and 17 - Railroad markings location adjusted. Sheet 20 - Type 2 JB bid item changed END OF ADDENDUM No. 1 &Vwl 8%ice Chad Bieren, P.E. Date Public Works Director Attachments: Proposal Pages: Schedule I and VI Plan Sheets: 16, 17 and 20 CPM Development 3 Corporation DBA ICON Materials 4 HLINE 841+ T SHEET e ► I I iZ 9 MATCHLINE 846 +75 SHEET 17 i I 8 I a= 21 II I I o � gl I I I N R 0 N V1 gg R 8 — .. OO �IrtJ O F�N S_Sf__ ^'1-- N 151%3 _�--'� -� L■ T 11 qU U 11 or V_ 6 19H190Z8 fI - a^ m yW CC _ M/N 151%3 a i w AilIt � ❑ I Fi� a' 1 n,� LU 1 i ° gfl i f ly o im$ IIm S 5���'" Y «ZZ�'22�o gw� I < ZWZ =tea f I LLN 1 R _ NM wpm f m I 1 133HS SIHl SL+04 1S 3NIlH�1V w o:Z,fZOZ/GI/P EwC Y0k uolor!�uuoy�pooy Aanen,so3 6i0f-OL�uiif iuVS\u90C,P��3�ett�l�pment Corporation DBA ICON Materials MATCHLINE 852+75 THIS SHEET ®9 gg �3 b G6 � y 8 x✓a isaa �m -- V) -- o 1SH1UZS CD dD $ N,/a 15M3 �\ f:,'1 I,I.��� E`■ ■�.�_ .� a� a C9.,� in a z s `d J alW off+ g <� I � IO N �❑ b� F W L 62 1 II I � I i W-6 II II * PigpF�nR. z I O IA I r a�°`. �i RIP ❑ „1 w a N � IaF� ` pyg L 1 � I Win n Sal N I C of I I El 91 * ns a� 9 8 I 8 it o I g > ! I I IP F �1FLg5. - f a q I ,t N LI �o oA min d! 1S HIM Sno I RT N I s �l 133HS 9L+948 V1S 3Nf1H31VW 133HS SIHl SL+ZSS V1S 3NIlHO1VW wd nn Ezoz/eve 6.yw,a wo::P+o4�coon •non i,oa stoE-py�u¢,,a,e5\wfa: ZIE a _j opment Corporation DBA ICON Materials N is t3 l� o IN i ... r F < �e 2rn o —rn K nH �` �. ,sue \\ •46i � N ..�__ _ � \J •,n. \\ o? N r------------ \, Ld °� ✓" 40 - — Z coo r y < 1 I I t> �a W .q.ffi8:a "s_ co I I r 04 I x x NO 8S S 3AV H149 i I II o Y I& I II N r� I �o� W U 3 c 1 WhoI I o W 12 I II I^; 3p 1I I IBM — i�€ 1SH190ZS O? I e o a �o•� � 1 Q O w� a .. 1 $�A NOS 6�8�4 wK' Pp>AP j via -_ I y 40 Z ._-...._ F < I sl Ep --- — l '' _ 7-�S1_ ti oD '----------- _< - ,'g ma O W -- !• I �[ L-I I o �m k� N m y Oil S 3AV H1178 s /� d 4 htl S1[l CLOL/el/Y�'yipolep Owotl 9^J n�M lopcA i.o3 2.Slpc-OL\�^If laay5,�ra,p 1 IN evetopment Corporation DBA ICON Materials BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, CPM Development Corporation DBA ICON Materials , as Principal, and Fidelity & Deposit Company of Maryland , as surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent of Total Bid Amount 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 84th Ave. S. (East Valley Highway) Preservation — S. 212th St. to S. 196th St./Federal Aid Number: STBGUL-1073(006) /Project Number: 20-3015 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 22nd DAY OF August 2 23. i CPM Development Corporation PRI CIPA DBA ICON Materials Ichelberger Fidelity&Deposit — Company o > '—T�f f Maryland SURETY Attorney-in-Fact;{risiin Portillo 2.0 Received return of deposit in the sum of $ EVH Preservation -212th St - 196"'St/Holcomb 28 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Illinois,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois(herein collectively called the"Companies"),by Robert D. Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof,do hereby nominate,constitute,and appoint Kristin PORTILLO,Susan L.DEVANEY and Mark EICHELBERGER,all of Pacific,Washington,EACH,its true and lawful agent and Attorney-in-Fact,to make,execute,seal and deliver,for,and on its behalf as surety,and as its act and deed,any and all bid bonds issued on behalf of CPM DEVELOPMENT CORPORATION dba ICON MATERIALS,Pacific, Washington,each in a penalty not to exceed the sum of$1,000,000,and the execution of such bid bonds in pursuance of these presents,shall be as binding upon said Companies,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills,Maryland,and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills,Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 25th day of January,A.D.2023. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND \\{{IIIN11111�//' N1191Nf1IIN" = POq,�W�es. pi7a"P4oRti�2.i. = "SEAL` $ uSEALT oSEAL`� ;= By: Robert D.Murray Vice President Ir r/Illii �j '��//1I111111111\t\\\ I lull il\` By: Dawn E.Brown Secretary State of Maryland County of Baltimore On this 25th day of January, A.D.2023, before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly swom,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. r/pRETy�w. °Ca Iva Bethea Notary Public My Commission Expires September 30,2023 Authenticity of this bond can be confirmed at bondvalydator.zu richna.com or 410-559-8790 EXTRACT FROM BY-LAWS OF THE COMPANIES - "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attomey and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 1 Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary,or Assistant Secretary of the Company,whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 'Z'jWp day of pthlrbl ST � . Y H 4 pPOgy�;,s r„pk Pvogys i°o rogq� °a �3EAL" RUSEALm r SEALmIz r 4. IItH,i,\NA �h.�W11 �N 4ii,l/1\IIIII\\\\..`� By: Mary Jean Pethick Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg,IL 60196-1056 or reportsfclaims a,zurichna.coin 800-626-4577 Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790 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. CPM Development Corporation 4- EVH Preservation - 212th St - 196"' St/Holcomb 29 DBA ICON Materials July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 a t b misleading. SUBMITTED BY: NAME: M rk Eichelber er ADDRESS: 1508 Valentine Ave SE Pacific, WA 98047-2103 PRINCIPAL OFFICE: CPM Development Corporation DBA ICON Materials ADDRESS: 1508 Valentine Ave SE Pacific, WA 98047-2103 PHONE: (206) 575-3200 FAX: (206) 575-3207 STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria SEE ATTACHED 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 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 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. EVH Preservation - 212th St - 1961"St/Holcomb 30 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 1.4 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). 1.5 Provide a signed 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. 1.6 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 22nd day of August , 2023. Name of Organization: CPM Development Corporation DBA ICON Is By: Title: Construc ion Manager 2.2 Mark Eichelberger , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me his 22nd day of August 2023. Notary Public: Wendy Hayes My Commission Expires: 02/01/2025 ��MhrN.Nq�o �#vno,j L. 1t4 OTARY 9. PUBU� - 4� b Yg*`��i► EVH Preservation - 212th St - 1961"St/Holcomb 31 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always verify Scal L& A CRH COMPANY CONTRACTOR'S QUALIFICATION STATEMENT 1. STATUTORY REQUIREMENTS 1.2 601 006 854 State Unified Business Identifier 1.3 618584 01 0 Employment Security Dept number 600 664 231 State Excise Tax Registration number 1.4 CPM Development Corporation DBA ICON Materials, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of ICON Materials, 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). 1.5 CPM Development Corporation DBA ICON Materials, that within the three year period immediately preceding the bid solicitation date, our 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 judgement entered by a court of limited or general Jurisdiction. 1.6 See attached proof that a designated person or persons with CPM Development Corporation DBA ICON Materials has completed three or more public works projects and have a valid business license in Washington for three or more years and is exempt from this training requirement. lltlll�Z� — ark ichelberger Construction Manager ICON Materials Corporate Office 1508 Valentine Ave SE Pacific,WA 98047 206-575-3200 Phone 206-575-3207 Facsimile ICONM**982CF An Equal Opportunity Employer 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 (August 15, 2023), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). CPM Development Corporation DBA ICON Materials Bidd r' us s Name Signa re o Au ho iz d Official* Mike McBreen Printed Name Vice President Title Auaust 22nd, 2023 Pacific Washington Date 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. EVH Preservation -212th St - 19611'St/Holcomb 32 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 (August 22, 2023), 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. CPM Development Corporation DBA ICON Materials Bidd r'=� _ IN , Si a ' u h iz d Official* Mike McBreen Printed Name Vice President Title August 22nd, 2023 Pacific Washington Date 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. EVH Preservation - 212th St - 1961" St/Holcomb 33 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal CPM DEVELOPMENT CORPORATION y� CERTIFICATE OF AUTHORITY Please be advised,that the Individuals whose names,titles and signatures appear below are authorized To execute proposals,contracts,bonds,and other documents and/or instruments on behalf of CPM Development Corporations,dba ICON Materials.ICON Materials is a CPM Development Corporation trade name. cfrrtrw vae�AIX Name and Title . P Michael McBreen,Vice President V\j •��w - Mark Eichelberger,Construction Manager Christopher Williams,Operations Manager _. 6'� 1 A 4...1 HELENA SAND &GRAVEL AiMCOPWAW Respectfully submitted, HOOD RlVft CPM DEVELOPMENT CORPORATION �. A .. 44a/-Pn Susan L.Devaney Assistant Treasurer&Assistant Secretary STATE OF WASBINGTON ) )ss. i 1 COUNTY OF SPOKANE ) On this day personally appeared before me Susan L. Devaney, known to me to be the person that executed the foregoing instrument, on behalf of CPM-Development Corporation, d/b/a ICON Materials and acknowledged said instrument to be the free and voluntary act of said Corporation for the uses and purposes therein mentioned. SUBSCRIBED and sworn to before me this day of N 2022, Signature of Notary " MICHELLE M WELCH M_..(ehel M. We& 0TARY PUBLIC COMM.EXPIRES NOV.7,20 int or Type Name of Notary STATE OF WASHINGTON OTARY PUBLIC in and for the State of Washington �! COMMISSION NO.78431 Residing at ` D 1Gt1tJt•, wR My Commission expires on 11 7 _aoa�V Rlw wend App100r/ANY WENATCH6E BAND IOMVIR ACMCCNMW An Equal Opportunity Employer 5111 E.Broadway,Spokane Valley,WA 99212 P.O.Box 3366,Spokane WA 99220-33M Office:(609)534.6221•Fax:(509)536-3051 i F SUBCONTRACTOR LIST (Contracts over 1 million dollars) HVAC, PLUMBING AND ELECTRICAL Name of Bidder: CPM Development Corporation DBA ICON Materials Project Name: 84th Ave S (East Valley Highway) Preservation S. 2121h St. to S. 1961h St. Federal Aid #: STBGUL-1073(006) Project Number: 20-301S 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: N A Plumbing Subcontractor Name: N A Electrical Subcontractor Name: G&G, Inc. August 22nd, 2023 Sign re of Bidder Mark Elchelberger Date EVH Preservation -212th St - 19611'St/Holcomb 34 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal SUBCONTRACTOR LIST (Contracts over 1 million dollars) STRUCTURAL STEEL INSTALLATION AND REBAR INSTALLATION Name of Bidder: CPM Development Corporation DBA ICON Materials Project Name: 841h AVe. S. (East Valley Highway) Preservation S. 2121h St. to S. 1961h St. Federal Aid #: STBGUL-1073(006) Project Number: 20-3015 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: N A Rebar Installation Subcontractor Name: Highmark Concrete Contractors, LLC August 22nd, 2023 S na uri of t idder MarkEichelberger Date EVH Preservation-212th St - 196111 St/Holcomb 35 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal r City of Kent 220 4th Avenue S. Local Agency Subcontractor List Kent, WA 98032 Prepared in compliance with RCW39.30.060 as amended To Be Submitted with the Bid Proposal Project Name 84th Avenue South (East Valley Highway) Preservation - S 212th Street to S 196th Street 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(1)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 G&G, Inc. Work to be performed Electrical Subcontractor Name Highmark Concrete Contractors, LLC Work to be performed Cement Concrete 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 f u t'-uw a cj no wi in eV@�O o e current is connected during the project. m U n lent , DOT Form 271-015A 36 t Corporation Revised 06/2020 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal e r 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. 84th Ave. S. (East Valley Highway) Preservation - S. 212th St. to S. 196th St. Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 NAME OF PROJECT CPM Development Corporation DBA ICON Materials NAME OF IDDER'S FIRM Mark Eichelberger SIG'NATIiRE OF AUT RIZED REPRESENTATIVE OF BIDDER EVH Preservation - 212th St - 1961"St/Holcomb 37 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always verify Scal 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. CPM Development SR Corporation DBA ICON Materials DOT 07!011 Form 2 D361 EF 38 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 by 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. CPM Development SR Corporation DOT Form 272-040A EF 07/2011 DBA ICON Materials 39 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Adft Washington State Disadvantaged Business Enterprise Department of Transportation (DBE) Bid Item Breakdown Form 1. Contract Number 2. Contract Name STBGUL-073(006) 84th Avenue South(East Valley Highway) Preservation-S 212th Street to S 196th Stree 3. Prime Contractor 4. Prime Contractor Representative Name CPM Development Corporation DBA ICON Materials Mark Eichelber er 5. Prime Contractor Representative Phone Number 6. Prime Contractor Representative Email (206) 575-3200 mark.eichelberger@iconmaterials.com 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 Instrucuons (See Instructions) Towards Goal (See Instructions) (See Instructions) G&G, Inc. 1270 Full 1 EA Adjust Existing J Box $500.00 $500.00 $500.00 G&G, Inc. 1275 Full 3 EA Non-skid Type 1 J Box $900.00 $2,700.00 $900.00 G&G, Inc. 1280 FUII 6 EA Non-skid Type 2 J Box $1,500.00 $9,000.00 $4,500.00 G&G, Inc. 1281 FUII 1 EA Relocate Type 2 J Box $2,500.00 $2,500.00 $2,500.00 Subtotal: Total Unit Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal G&G, Inc. 1285 Full 3 EA Non-skid Type 8 J Box $2,800.00 $8,400.00 $2,800.00 G&G, Inc. 1700 Full 81 EA 6 ft Diameter Traffic Loop $1,000.00 $81,000.00 $40,000.00 G&G, Inc. 1710 FUII 2 EA Stub-out to Existing J Box $500.00 $1,000.00 $500.00 G&G, Inc. 1715 Full 500 LF Home Run Cable $10.00 $5,000.00 $2,500.00 Subtotal: Total Unit Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal 1717 Full 1 EA Countdown LED Ped $1,500.00 $1,500.00 $1,500.00 G&G, Inc. Type C G&G, Inc. 1718 Full 6 EA Righthand Countdown LED $1,000.00 $6,000.00 $6,000.00 G&G, Inc. 1719 Full 6 EA Lefthand Countdown LED $1000.00 $6,000.00 $6,000.00 G&G, Inc. 1720 Full 10 EA PPB Post $2,500.00 $25,000.00 $25,000.00 Subtotal: Total Unit Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal G&G, Inc. 1725 Full 10 EA Ped Pushbutton(APS) $2,500.00 $25,000.00 $25,000.00 Relocate Existing $5,000.00 $5,000.00 G&G, Inc. 1727 Full 2 EA Pushbutton $2,500.00 G&G, Inc. 1 1730 Full 5 EA Remove and Fill Wireless $450.00 $2,250.00 $2,250.00 G&G, Inc. 1735 Full 130 LF Conduit Pipe tin Diameter $20.00 $2,600.00 $1,300.00 Subtotal: TOTAL UDBE Dollar Amount: DOT Form 272-054 40 Revised 09/2020 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Adft Washington State Disadvantaged Business Enterprise GAP Department of Transportation (DBE) Bid Item Breakdown Form 1. Contract Number 2. Contract Name STBGUL-073(006) 84th Avenue South(East Valley Highway) Preservation-S 212th Street to S 196th Stree 3. Prime Contractor 4. Prime Contractor Representative Name CPM Development Corporation DBA ICON Materials Mark Eichelber er 5. Prime Contractor Representative Phone Number 6. Prime Contractor Representative Email (206) 575-3200 mark,eichelberger@iconmaterials.com Column 7 Column 8 Column 1 Column 2 Column 3 Column 4 Column 5 Column 6 Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Total Unit Cost to be Applied (See Instructions) (See Instructons) (See Instructions) (See Insuuctions) (See Instructions) (See Instructions) (See Instructions) Towards Goal (See Instructions) G&G, Inc. 1737 Full 10 LF Conduit Pipe 4in Diameter $30.00 $300.00 $150.00 G&G, Inc. 1740 Full 10 TON Sand for Conduit Bedding $60.00 $600.00 $300.00 tion and G&G, Inc. 1780 Full 3 EA Connlect ons VIDEO $2,000.00 $6,000.00 $6,000.00 Subtotal: $190,350.00 $132,700.00 Total Unit Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal Subtotal: Total Unit Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal Highmark Concrete Cement Conc.Pavement ontractors,LLC 1130 Full 350 CY Incl.Dowels $739.00 $258,650.00 $184,750.00 Highmark Concrete Cement Conc.Driveway,8" Contractors,LLC 1140 FUII 80 SY Reinforced $165.45 $13,236.00 $11,581.50 Highmark Concrete 1145 Full 120 SY Contractors,LLC Cement Conc.Sidewalk $81.70 $9,804.00 $8,170.00 Highmark Concrete Si(ewalk Cement Conc. Contractors,LLC 1170 FUII 10 EA Ramp TypeParallelA $2,165.00 $21,650.00 $21,650.00 Subtotal: Total Unit Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal Highmark Concrete Cement Conc.Sidewalk Contractors,LLC 1177 Full 2 EA Type Wing $1,255.00 $2,510.00 $2,510.00 Highmark Concrete Cement Conc.Sidewalk Contractors,LLC 1180 FUII 4 EA Ramp Type Single A $2,035.00 $8,140.00 $8,140.00 Highmark Concrete Cement Conc.Curb& 44.95 $4,045.50 Contractors,LLC 1200 FUII 90 LF Gutter 8"D Reinforced $ $3,371.25 Highmark Concrete 1205 Full 700 LF Cement Conc.Curb& $29.30 $20,510.00 $17,580.00 Contractors,LLC Gutter Subtotal: TOTAL UDBE Dollar Amount: DOT Form 272-054 40 Revised 09/2020 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal AMikk Washington State Disadvantaged Business Enterprise vI/ Department of Transportation (DBE) Bid Item Breakdown Form 1. Contract Number 2. Contract Name STBGUL-073(006) 84th Avenue South(East Valley Highway) Preservation-S 212th Street to S 196th Stree 3. Prime Contractor 4. Prime Contractor Representative Name CPM Development Corporation DBA ICON Materials Mark Eichelber er 5. Prime Contractor Representative Phone Number 6. Prime Contractor Representative Email (206) 575-3200 mark.eichelberger@iconmaterials.com 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) Highmark Concrete Contractors,LLC 1211 Full 350 LF Cement Conc.Ped.Curb $28.00 $9,800.00 $8,400.00 Subtotal: $348,345.50 $266,152.75 Total Unit Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal Subtotal: Total Unit DollarAmount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal Subtotal: Total Unit Dollar Amount Name of UDBE Bid Item# Full/Partial Quantity Description Unit Price Cost to be Applied Towards Goal Subtotal: TOTAL UDBE Dollar Amount: SjligjIS.so 3f S2.7S DOT Form 272-054 40 Revised 09/2020 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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.diversitycomplianee.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. dive rsitycomplia nee.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. CPM Development 111 Corporation DBA ICON Materials DOT Form 272-054 41 Revised 09/2020 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Washington State Disadvantaged Business Department of Transportation Enterprise Utilization Certification 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: CPM Development Corporation DBA ICON Materials 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: 84th Ave S(East Valley Highway) Preservation-S 212th St to S 196th St 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) G&G, Inc. Subcontractor Electrical $190,350.00 $132,700.00 Highmark Concrete Contractors,LLC Subcontractor Cement Concrete $348,345.50 $266,152.75 Disadvantaged Business Enterprise $361,688.96 Total DBE Commitment Dollar Amount $398,852.75 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 42 DOT Form 272-056 C Revised 03/2018 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Instructions for Disadvantaged Business Enterprise Utilization Certification Form 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: httM:/twsdot,diversilycoml2liance.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/lwsdot.diversitycornpliance.com • 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. ; CPM Development • Corporation DOT Form 272-056 43 DBA ICON Materials Revised 03/2018 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal GiWashin n Sate Disadvantaged Business Department ofTransportation Enterprise Utilization Certification 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 Compariv 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 Cdumn 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. Metalheads,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. h V N N 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 CPM Development DOT Form 272-056 44 Corporation Revised03/201i3 b � � � �lateri �s Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Al e a Wm Washington State Disadvantaged Business Enterprise 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 STBGUL-073(006) 84th Ave south(EVH)Preservation 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/TRIe(please print) CPM Development Corporation DBA ICON Materials Mark Eichelberger, Construction Manager Phone Fax Signature (206)575-3200 1(206) 575-3207 Address 1508 Valentine Ave SE, Pacific, WA 98047-2103 — I certify that the above information is complete and accurate. Email Date mark.eichelberger@iconmaterials.com August 22nd, 2023 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 45 Revised 09/2020 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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. CPM Development Corporation DOT Form 272-058 DBA ICON Mate!`I,-. Revised 09/2020 46 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Atft Washington state Disadvantaged Business Enterprise (DBE) Department of Transportation Written Confirmation Document See Contract Provisions: DBE Document Submittal Requirements Disadvantaged Business Enterprise Participation THIS FORM SHALL ONLY BE SUBMITTED TO A DBE 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: 84TH AVE SOUTH (EAST VALLEY HIGHWAY) Bidder's Business Name: CPM Development Corporation DBA ICON Materials DBE's Business Name: G & G INC Description of DBE's Work: ELECTRICAL Dollar Amount to be Applied Towards DBE Goal: $-I32,700.00 $190,350.00 Dollar Amount to be Subcontracted to DBE*: 'Optional Field PART B: To be completed by the Disadvantaged Business Enterprise 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. Name(printed): BONNIE GRAHAM Signature: �' Title: PRESIDENT 18044 se 224th st Address: Kent,Wash 98042 Date: 8-21-2023 DOT Form 422-D31 Revised 07/2016 Wwhinotn etas Disadvantaged Business Enterprise (DBE) W!1 .Pt...Of Wmap"bom Written Confirmation Document See Contract Provisions: DBE Document Submittal Requirements Disadvantaged Business Enterprise Participation THIS FORM SHALL ONLY BE SUBMITTED TO A DBE 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 compieted 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: 84th Ave S(East Valley Highway)Preservation Bidder's Business Name: CPM Development Corporation DBA ICON Materials DBE's Business Name: Highmark Concrete Contractors Description of DBE's Work: Cement Conc Pavement,Curb,Sidewalk,Driveways,ADA Ramps Dollar Amount to be Applied Towards DBE Goal: $266,152.75 Dollar Amount to be Subcontracted to DBE*: $348,345.50 'Optional Field PART B: To be completed by the Disadvantaged Business Ent"W s—e 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. Name(printed): Justin O'^iW Signature: Title: O ie ions Manager Address: 2003 136th Ave E Date: 8.22.2023 Sumner,WA 98390 -- DOT Form 422.031 Revised 07/2016 FHWA-1273--Revised July 5, 2022 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS performed on the contract by the contractor's own organization I. General and with the assistance of workers under the contractor's II. Nondiscrimination Immediate superintendence and to all work performed on the III. Non-segregated Facilities contract by piecework,station work,or by subcontract. 23 IV. Davis-Bacon and Related Act Provisions CFR 633.102(d). V. Contract Work Hours and Safety Standards Act Provisions 3. A breach of any of the stipulations contained in these VI Subletting or Assigning the Contract Required Contract Provisions may be sufficient grounds for VI I. Safety:Accident Prevention withholding of progress payments,withholding of final VIII. False Statements Concerning Highway Projects payment,termination of the contract,suspension/debarment IX. Implementation of Clean Air Act and Federal Water or any other action determined to be appropriate by the Pollution Control Act contracting agency and FHWA. X. Certification Regarding Debarment,Suspension, Ineligibility and Voluntary Exclusion 4. Selection of Labor:During the performance of this contract, XI. Certification Regarding Use of Contract Funds for the contractor shall not use convict labor for any purpose Lobbying within the limits of a construction project on a Federal-aid XII. Use of United States-Flag Vessels: highway unless it is labor performed by convicts who are on parole,supervised release,or probation. 23 U.S.C.114(b). ATTACHMENTS The term Federal-aid highway does not include roadways functionally classified as local roads or rural minor collectors. A.Employment and Materials Preference for Appalachian 23 U.S.C.101(a). Development Highway System or Appalachian Local Access Road Contracts(included in Appalachian contracts only) 11. NONDISCRIMINATION(23 CFR 230.107(a);23 CFR Part 230,Subpart A,Appendix A;EO 11246) 1. GENERAL The provisions of this section related to 23 CFR Part 230, 1. Form FHWA-1273 must be physically incorporated in each Subpart A,Appendix A are applicable to all Federal-aid construction contract funded under title 23,United States construction contracts and to all related construction Code,as required in 23 CFR 633.102(b)(excluding subcontracts of$10,000 or more. The provisions of 23 CFR emergency contracts solely intended for debris removal). The Part 230 are not applicable to material supply,engineering,or contractor(or subcontractor)must insert this form in each architectural service contracts. subcontract and further require its inclusion in all lower tier subcontracts(excluding purchase orders,rental agreements In addition,the contractor and all subcontractors must comply and other agreements for supplies or services). 23 CFR with the following policies:Executive Order 11246,41 CFR 633.102(e). Part 60,29 CFR Parts 1625-1627,23 U.S.C. 140,Section 504 of the Rehabilitation Act of 1973,as amended(29 U.S.C.794), The applicable requirements of Form FHWA-1273 are Title VI of the Civil Rights Act of 1964,as amended(42 U.S.C. incorporated by reference for work done under any purchase 2000d et seq.),and related regulations including 49 CFR Parts order,rental agreement or agreement for other services. The 21,26,and 27;and 23 CFR Parts 200,230,and 633. prime contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. 23 The contractor and all subcontractors must comply with: the CFR 633.102(e). requirements of the Equal Opportunity Clause in 41 CFR 60- 1.4(b)and,for all construction contracts exceeding$10,000, Form FHWA-1273 must be included in all Federal-aid design- the Standard Federal Equal Employment Opportunity build contracts, in all subcontracts and in lower tier Construction Contract Specifications in 41 CFR 60-4.3. subcontracts(excluding subcontracts for design services, purchase orders,rental agreements and other agreements for Note:The U.S.Department of Labor has exclusive authority to supplies or services)in accordance with 23 CFR 633.102. The determine compliance with Executive Order 11246 and the design-builder shall be responsible for compliance by any policies of the Secretary of Labor including 41 CFR Part 60, subcontractor, lower-tier subcontractor or service provider. and 29 CFR Parts 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure Contracting agencies may reference Form FHWA-1273 in compliance with 23 U.S.C. 140,Section 504 of the solicitation-for-bids or request-for-proposals documents, Rehabilitation Act of 1973,as amended(29 U.S.C.794),and however,the Form FHWA-1273 must be physically Title VI of the Civil Rights Act of 1964,as amended(42 U.S.C. incorporated(not referenced)in all contracts,subcontracts and 2000d et seq.),and related regulations including 49 CFR Parts lower-tier subcontracts(excluding purchase orders, rental 21,26,and 27;and 23 CFR Parts 200,230,and 633. agreements and other agreements for supplies or services related to a construction contract). 23 CFR 633A02(b). The following provision is adopted from 23 CFR Part 230, Subpart A,Appendix A,with appropriate revisions to conform 2. Subject to the applicability criteria noted in the following to the U.S.Department of Labor(US DOL)and FHWA sections,these contract provisions shall apply to all work requirements. CPM Development Corporation 48 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 9 0 1.Equal Employment Opportunity:Equal Employment d. Notices and posters setting forth the contractor's EEO Opportunity(EEO)requirements not to discriminate and to policy will be placed in areas readily accessible to employees, take affirmative action to assure equal opportunity as set forth applicants for employment and potential employees. under laws,executive orders,rules,regulations(see 28 CFR Part 35, 29 CFR Part 1630,29 CFR Parts 1625-1627, 41 CFR e. The contractor's EEO policy and the procedures to Part 60 and 49 CFR Part 27)and orders of the Secretary of implement such policy will be brought to the attention of Labor as modified by the provisions prescribed herein, and employees by means of meetings,employee handbooks, or imposed pursuant to 23 U.S.C. 140,shall constitute the EEO other appropriate means. and specific affirmative action standards for the contractors project activities under this contract.The provisions of the 4.Recruitment:When advertising for employees,the Americans with Disabilities Act of 1990(42 U.S.C.12101 et contractor will include in all advertisements for employees the seq.)set forth under 28 CFR Part 35 and 29 CFR Part 1630 notation:"An Equal Opportunity Employer." All such are incorporated by reference in this contract. In the execution advertisements will be placed in publications having a large of this contract,the contractor agrees to comply with the circulation among minorities and women in the area from following minimum specific requirement activities of EEO: which the project work force would normally be derived. a.The contractor will work with the contracting agency and a. The contractor will,unless precluded by a valid the Federal Government to ensure that it has made every bargaining agreement,conduct systematic and direct good faith effort to provide equal opportunity with respect to all recruitment through public and private employee referral of its terms and conditions of employment and in their review sources likely to yield qualified minorities and women. To of activities under the contract. 23 CFR 230.409(g)(4)&(5). meet this requirement,the contractor will identify sources of potential minority group employees and establish with such b.The contractor will accept as its operating policy the identified sources procedures whereby minority and women following statement: applicants may be referred to the contractor for employment consideration. "It is the policy of this Company to assure that applicants are employed,and that employees are treated during b. In the event the contractor has a valid bargaining employment,without regard to their race, religion,sex, agreement providing for exclusive hiring hall referrals,the sexual orientation,gender identity,color,national origin, age contractor is expected to observe the provisions of that or disability. Such action shall include:employment, agreement to the extent that the system meets the contractor's upgrading,demotion,or transfer;recruitment or recruitment compliance with EEO contract provisions. Where advertising;layoff or termination;rates of pay or other forms implementation of such an agreement has the effect of of compensation;and selection for training, including discriminating against minorities or women, or obligates the apprenticeship, pre-apprenticeship,and/or on-the-job contractor to do the same,such implementation violates training." Federal nondiscrimination provisions. 2. EEO Officer:The contractor will designate and make c. The contractor will encourage its present employees to known to the contracting officers an EEO Officer who will have refer minorities and women as applicants for employment. the responsibility for and must be capable of effectively Information and procedures with regard to referring such administering and promoting an active EEO program and who applicants will be discussed with employees. must be assigned adequate authority and responsibility to do so. 5. Personnel Actions:Wages,working conditions,and employee benefits shall be established and administered,and 3. Dissemination of Policy:All members of the contractor's personnel actions of every type, including hiring,upgrading, staff who are authorized to hire,supervise, promote,and promotion,transfer,demotion,layoff,and termination,shall be discharge employees,or who recommend such action or are taken without regard to race, color,religion,sex,sexual substantially involved in such action,will be made fully orientation,gender identity,national origin,age or disability. cognizant of and will implement the contractors EEO policy The following procedures shall be followed: and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above a. The contractor will conduct periodic inspections of project agreement will be met,the following actions will be taken as a sites to ensure that working conditions and employee facilities minimum: do not indicate discriminatory treatment of project site personnel. a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then b. The contractor will periodically evaluate the spread of not less often than once every six months,at which time the wages paid within each classification to determine any contractor's EEO policy and its implementation will be evidence of discriminatory wage practices. reviewed and explained. The meetings will be conducted by the EEO Officer or other knowledgeable company official. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of b. All new supervisory or personnel office employees will be discrimination. Where evidence is found,the contractor will given a thorough indoctrination by the EEO Officer,covering promptly take corrective action. If the review indicates that the all major aspects of the contractor's EEO obligations within discrimination may extend beyond the actions reviewed, such thirty days following their reporting for duty with the contractor. corrective action shall include all affected persons. c. All personnel who are engaged in direct recruitment for d. The contractor will promptly investigate all complaints of the project will be instructed by the EEO Officer in the alleged discrimination made to the contractor in connection contractor's procedures for locating and hiring minorities and with its obligations under this contract,will attempt to resolve women. such complaints,and will take appropriate corrective action CPM Development 49 Corporation DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal within a reasonable time. If the investigation indicates that the sufficient referrals(even though it is obligated to provide discrimination may affect persons other than the complainant, exclusive referrals under the terms of a collective bargaining such corrective action shall include such other persons. Upon agreement)does not relieve the contractor from the completion of each investigation,the contractor will inform requirements of this paragraph. In the event the union referral every complainant of all of their avenues of appeal. practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246,as amended,and these 6.Training and Promotion: special provisions,such contractor shall immediately notify the contracting agency. a. The contractor will assist in locating,qualifying, and increasing the skills of minorities and women who are 8. Reasonable Accommodation for Applicants/ applicants for employment or current employees. Such efforts Employees with Disabilities: The contractor must be familiar should be aimed at developing full journey level status with the requirements for and comply with the Americans with employees in the type of trade or job classification involved. Disabilities Act and all rules and regulations established thereunder. Employers must provide reasonable b. Consistent with the contractor's work force requirements accommodation in all employment activities unless to do so and as permissible under Federal and State regulations,the would cause an undue hardship. contractor shall make full use of training programs(i.e., apprenticeship and on-the-job training programs for the 9.Selection of Subcontractors,Procurement of Materials geographical area of contract performance). In the event a and Leasing of Equipment:The contractor shall not special provision for training is provided under this contract, discriminate on the grounds of race,color, religion, sex, sexual this subparagraph will be superseded as indicated in the orientation,gender identity,national origin,age,or disability in special provision. The contracting agency may reserve the selection and retention of subcontractors,including training positions for persons who receive welfare assistance procurement of materials and leases of equipment. The in accordance with 23 U.S.C. 140(a). contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. c. The contractor will advise employees and applicants for employment of available training programs and entrance a. The contractor shall notify all potential subcontractors, requirements for each. suppliers,and lessors of their EEO obligations under this contract. d. The contractor will periodically review the training and promotion potential of employees who are minorities and b. The contractor will use good faith efforts to ensure women and will encourage eligible employees to apply for subcontractor compliance with their EEO obligations. such training and promotion. T.Unions: If the contractor relies in whole or in part upon 10.Assurances Required: unions as a source of employees,the contractor will use good faith efforts to obtain the cooperation of such unions to a. The requirements of 49 CFR Part 26 and the State increase opportunities for minorities and women. 23 CFR DOT's FHWA-approved Disadvantaged Business Enterprise 230.409. Actions by the contractor,either directly or through a (DBE)program are incorporated by reference. contractor's association acting as agent,will include the procedures set forth below: b. The contractor,subrecipient or subcontractor shall not discriminate on the basis of race, color,national origin, or sex a. The contractor will use good faith efforts to develop, in in the performance of this contract.The contractor shall carry cooperation with the unions,joint training programs aimed out applicable requirements of 49 CFR part 26 in the award toward qualifying more minorities and women for membership and administration of DOT-assisted contracts. Failure by the in the unions and increasing the skills of minorities and women contractor to carry out these requirements is a material breach so that they may qualify for higher paying employment. of this contract,which may result in the termination of this contract or such other remedy as the recipient deems b. The contractor will use good faith efforts to incorporate an appropriate,which may include,but is not limited to: EEO clause into each union agreement to the end that such (1)Withholding monthly progress payments; union will be contractually bound to refer applicants without (2)Assessing sanctions; regard to their race,color, religion, sex,sexual orientation, (3)Liquidated damages;and/or gender identity,national origin, age,or disability. (4)Disqualifying the contractor from future bidding as non- responsible. c. The contractor is to obtain information as to the referral c. The Title Viand nondiscrimination provisions of U.S. practices and policies of the labor union except that to the DOT Order 1050.2A at Appendixes A and E are incorporated extent such information is within the exclusive possession of by reference. 49 CFR Part 21. the labor union and such labor union refuses to furnish such information to the contractor,the contractor shall so certify to 11.Records and Reports:The contractor shall keep such the contracting agency and shall set forth what efforts have records as necessary to document compliance with the EEO been made to obtain such information. requirements. Such records shall be retained for a period of three years following the date of the final payment to the d. In the event the union is unable to provide the contractor contractor for all contract work and shall be available at with a reasonable flow of referrals within the time limit set forth reasonable times and places for inspection by authorized in the collective bargaining agreement,the contractor will, representatives of the contracting agency and the FHWA. through independent recruitment efforts,fill the employment vacancies without regard to race,color, religion,sex,sexual a. The records kept by the contractor shall document the orientation,gender identity, national origin,age,or disability; following: making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide CPM Development Corporation 50 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal Y { (1)The number and work hours of minority and non- Projects funded under 23 U.S.C.117,and National Highway minority group members and women employed in each work Freight Program projects funded under 23 U.S.C.167. classification on the project; (2)The progress and efforts being made in cooperation The following provisions are from the U.S.Department of with unions,when applicable,to increase employment Labor regulations in 29 CFR 5.5"Contract provisions and opportunities for minorities and women;and related matters"with minor revisions to conform to the FHWA- 1273 format and FHWA program requirements. (3)The progress and efforts being made in locating,hiring, training,qualifying,and upgrading minorities and women. 1. Minimum wages(29 CFR 5.5) b. The contractors and subcontractors will submit an annual a. All laborers and mechanics employed or working upon report to the contracting agency each July for the duration of the site of the work,will be paid unconditionally and not less the project indicating the number of minority,women,and non- often than once a week,and without subsequent deduction or minority group employees currently engaged in each work rebate on any account(except such payroll deductions as are classification required by the contract work. This information is permitted by regulations issued by the Secretary of Labor to be reported on Form FHWA-1391. The staffing data should under the Copeland Act(29 CFR part 3)),the full amount of represent the project work force on board in all or any part of wages and bona fide fringe benefits(or cash equivalents the last payroll period preceding the end of July. If on-the-job thereof)due at time of payment computed at rates not less training is being required by special provision,the contractor than those contained in the wage determination of the will be required to collect and report training data. The Secretary of Labor which is attached hereto and made a part employment data should reflect the work force on board during hereof,regardless of any contractual relationship which may all or any part of the last payroll period preceding the end of be alleged to exist between the contractor and such laborers July. and mechanics. III.NONSEGREGATED FACILITIES Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2)of the Davis-Bacon This provision is applicable to all Federal-aid construction Act on behalf of laborers or mechanics are considered wages contracts and to all related construction subcontracts of more paid to such laborers or mechanics,subject to the provisions than$10,000. 41 CFR 60-1.5. of paragraph 1.d.of this section;also, regular contributions made or costs incurred for more than a weekly period(but not As prescribed by 41 CFR 60-1.8,the contractor must ensure less often than quarterly)under plans,funds, or programs that facilities provided for employees are provided in such a which cover the particular weekly period,are deemed to be manner that segregation on the basis of race,color, religion, constructively made or incurred during such weekly period. sex,sexual orientation,gender identity,or national origin Such laborers and mechanics shall be paid the appropriate cannot result. The contractor may neither require such wage rate and fringe benefits on the wage determination for segregated use by written or oral policies nor tolerate such use the classification of work actually performed,without regard to by employee custom. The contractor's obligation extends skill,except as provided in 29 CFR 5.5(a)(4). Laborers or further to ensure that its employees are not assigned to mechanics performing work in more than one classification perform their services at any location under the contractor's may be compensated at the rate specified for each control where the facilities are segregated. The term"facilities" classification for the time actually worked therein:Provided, includes waiting rooms,work areas,restaurants and other That the employer's payroll records accurately set forth the eating areas,time clocks,restrooms,washrooms, locker time spent in each classification in which work is performed. rooms and other storage or dressing areas,parking lots, The wage determination(including any additional classification drinking fountains,recreation or entertainment areas, and wage rates conformed under paragraph 1.b.of this transportation,and housing provided for employees. The section)and the Davis-Bacon poster(WH-1321)shall be contractor shall provide separate or single-user restrooms and posted at all times by the contractor and its subcontractors at necessary dressing or sleeping areas to assure privacy the site of the work in a prominent and accessible place where between sexes. it can be easily seen by the workers. IV. DAVIS-BACON AND RELATED ACT PROVISIONS b.(1)The contracting officer shall require that any class of laborers or mechanics,including helpers,which is not listed in the wage determination and which is to be employed under the This section is applicable to all Federal-aid construction contract shall be classified in conformance with the wage projects exceeding$2,000 and to all related subcontracts and determination.The contracting officer shall approve an lower-tier subcontracts(regardless of subcontract size),in additional classification and wage rate and fringe benefits accordance with 29 CFR 5.5. The requirements apply to all therefore only when the following criteria have been met: projects located within the right-of-way of a roadway that is functionally classified as Federal-aid highway. 23 U.S.C. 113. (i)The work to be performed by the classification This excludes roadways functionally classified as local roads requested is not performed by a classification in the wage or rural minor collectors,which are exempt. 23 U.S.C.101. determination;and Where applicable law requires that projects be treated as a project on a Federal-aid highway,the provisions of this subpart will apply regardless of the location of the project. Examples (ii)The classification is utilized in the area by the include:Surface Transportation Block Grant Program projects construction industry;and funded under 23 U.S.C.133[excluding recreational trails projects],the Nationally Significant Freight and Highway CPM Development Corporation DBA ICON Materials 51 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal (iii)The proposed wage rate, including any bona fide including apprentices,trainees,and helpers,employed by the fringe benefits, bears a reasonable relationship to the contractor or any subcontractor the full amount of wages wage rates contained in the wage determination. required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice,trainee,or (2)If the contractor and the laborers and mechanics to be helper,employed or working on the site of the work,all or part employed in the classification(if known),or their of the wages required by the contract,the contracting agency representatives,and the contracting officer agree on the may,after written notice to the contractor,take such action as may be necessary to cause the suspension of any further classification and wage rate(including the amount designated for fringe benefits where appropriate),a report of payment,advance,or guarantee of funds until such violations have ceased. the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, U.S. Department of Labor,Washington,DC 20210.The 3. Payrolls and basic records(29 CFR 5.5) Administrator,or an authorized representative,will approve, modify,or disapprove every additional classification action a. Payrolls and basic records relating thereto shall be within 30 days of receipt and so advise the contracting maintained by the contractor during the course of the work and officer or will notify the contracting officer within the 30-day preserved for a period of three years thereafter for all laborers period that additional time is necessary. and mechanics working at the site of the work.Such records shall contain the name,address,and social security number of (3)In the event the contractor,the laborers or mechanics each such worker,his or her correct classification,hourly rates to be employed in the classification or their representatives, of wages paid(including rates of contributions or costs and the contracting officer do not agree on the proposed anticipated for bona fide fringe benefits or cash equivalents classification and wage rate(including the amount thereof of the types described in section 1(b)(2)(B)of the designated for fringe benefits,where appropriate),the Davis-Bacon Act),daily and weekly number of hours worked, contracting officer shall refer the questions,including the deductions made and actual wages paid.Whenever the views of all interested parties and the recommendation of the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv)that contracting officer,to the Administrator for determination. the wages of any laborer or mechanic include the amount of The Administrator,or an authorized representative,will issue any costs reasonably anticipated in providing benefits under a a determination within 30 days of receipt and so advise the plan or program described in section 1(b)(2)(B)of the Davis- contracting officer or will notify the contracting officer within Bacon Act,the contractor shall maintain records which show the 30-day period that additional time is necessary. that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible,and that the (4)The wage rate(including fringe benefits where plan or program has been communicated in writing to the appropriate)determined pursuant to paragraphs 1.b.(2)or laborers or mechanics affected,and records which show the 1.b.(3)of this section,shall be paid to all workers performing benefits. anticipated or the actual cost incurred in providing such benefits.Contractors employing apprentices or trainees under work in the classification under this contract from the first day on which work is performed i the classification. approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs,the registration of the apprentices and c.Whenever the minimum wage rate prescribed in the trainees,and the ratios and wage rates prescribed in the contract for a class of laborers or mechanics includes a fringe applicable programs. benefit which is not expressed as an hourly rate,the contractor shall either pay the benefit as stated in the wage determination b.(1)The contractor shall submit weekly for each week in or shall pay another bona fide fringe benefit or an hourly cash which any contract work is performed a copy of all payrolls to equivalent thereof. the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be d. If the contractor does not make payments to a trustee or maintained under 29 CFR 5.5(a)(3)(i),except that full social other third person,the contractor may consider as part of the security numbers and home addresses shall not be included wages of any laborer or mechanic the amount of any costs on weekly transmittals. Instead the payrolls shall only need to reasonably anticipated in providing bona fide fringe benefits include an individually identifying number for each employee under a plan or program,Provided,That the Secretary of (e.g.,the last four digits of the employee's social security Labor has found, upon the written request of the contractor, number).The required weekly payroll information may be that the applicable standards of the Davis-Bacon Act have submitted in any form desired.Optional Form WH-347 is been met.The Secretary of Labor may require the contractor available for this purpose from the Wage and Hour Division to set aside in a separate account assets for the meeting of Web site.The prime contractor is responsible for the obligations under the plan or program. submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, 2. Withholding(29 CFR 5.5) and shall provide them upon request to the contracting agency for transmission to the State DOT,the FHWA or the Wage and The contracting agency shall upon its own action or upon Hour Division of the Department of Labor for purposes of an written request of an authorized representative of the investigation or audit of compliance with prevailing wage Department of Labor,withhold or cause to be withheld from requirements. It is not a violation of this section for a prime the contractor under this contract,or any other Federal contractor to require a subcontractor to provide addresses and contract with the same prime contractor,or any other federally- social security numbers to the prime contractor for its own assisted contract subject to Davis-Bacon prevailing wage records,without weekly submission to the contracting agency. requirements,which is held by the same prime contractor,so much of the accrued payments or advances as may be (2)Each payroll submitted shall be accompanied by a considered necessary to pay laborers and mechanics, "Statement of Compliance,"signed by the contractor or CPM Development 52 Corporation DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal subcontractor or his or her agent who pays or supervises the Apprenticeship Agency(where appropriate)to be eligible for payment of the persons employed under the contract and shall probationary employment as an apprentice. certify the following: The allowable ratio of apprentices to journeymen on the job (i)That the payroll for the payroll period contains the site in any craft classification shall not be greater than the ratio information required to be provided under 29 CFR permitted to the contractor as to the entire work force under 5.5(a)(3)(ii),the appropriate information is being the registered program.Any worker listed on a payroll at an maintained under 29 CFR 5.5(a)(3)(i),and that such apprentice wage rate,who is not registered or otherwise information is correct and complete; employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the each classification of work actually performed. In addition, any (ii)That each laborer or mechanic(including helper,apprentice,and trainee)employed n the contract apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not during the payroll period has been paid the full weekly wages earned,without rebate,either directly or indirectly, less than the applicable wage rate on the wage determination and that no deductions have been made either directly or for the work actually performed.Where a contractor r indirectly from the full wages earned,other than performing construction on a project in a locality other than rmictly from deductions as set forth, t CFR part 3; that in which its program is registered,the ratios and wage Pe rates(expressed in percentages of the journeyman's hourly rate)specified in the contractor's or subcontractor's registered (iii)That each laborer or mechanic has been paid not program shall be observed. less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, Every apprentice must be paid at not less than the rate as specified in the applicable wage determination specified in the registered program for the apprentice's level of incorporated into the contract. progress,expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. (3)The weekly submission of a properly executed Apprentices shall be paid fringe benefits in accordance with certification set forth on the reverse side of Optional Form the provisions of the apprenticeship program. If the WH-347 shall satisfy the requirement for submission of the apprenticeship program does not specify fringe benefits, "Statement of Compliance"required by paragraph 3.b.(2)of apprentices must be paid the full amount of fringe benefits this section. listed on the wage determination for the applicable classification. if the Administrator determines that a different practice prevails for the applicable apprentice classification, (4)The falsification of any of the above certifications may fringes shall be paid in accordance with that determination. subject the contractor or subcontractor to civil or criminal prosecution under 18 U.S.C.1001 and 31 U.S.C.231. In the event the Office of Apprenticeship Training, Employer and Labor Services,or a State Apprenticeship Agency c.The contractor or subcontractor shall make the records recognized by the Office,withdraws approval of an required under paragraph 3.a.of this section available for apprenticeship program,the contractor will no longer be inspection,copying,or transcription by authorized permitted to utilize apprentices at less than the applicable representatives of the contracting agency,the State DOT,the predetermined rate for the work performed until an acceptable FHWA,or the Department of Labor,and shall permit such program is approved. representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available,the FHWA may, b.Trainees(programs of the USDOL). after written notice to the contractor,the contracting agency or the State DOT,take such action as may be necessary to Except as provided in 29 CFR 5.16,trainees will not be cause the suspension of any further payment,advance,or permitted to work at less than the predetermined rate for the guarantee of funds. Furthermore,failure to submit the required work performed unless they are employed pursuant to and records upon request or to make such records available may individually registered in a program which has received prior be grounds for debarment action pursuant to 29 CFR 5.12. approval,evidenced by formal certification by the U.S. Department of Labor,Employment and Training 4. Apprentices and trainees(29 CFR 5.5) Administration. a.Apprentices(programs of the USDOL). The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Apprentices will be permitted to work at less than the Employment and Training Administration. predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide Every trainee must be paid at not less than the rate specified apprenticeship program registered with the U.S.Department of in the approved program for the trainee's level of progress, Labor,Employment and Training Administration, Office of expressed as a percentage of the journeyman hourly rate Apprenticeship Training, Employer and Labor Services,or with specified in the applicable wage determination.Trainees shall a State Apprenticeship Agency recognized by the Office,or if a be paid fringe benefits in accordance with the provisions of the person is employed in his or her first 90 days of probationary trainee program. If the trainee program does not mention employment as an apprentice in such an apprenticeship fringe benefits,trainees shall be paid the full amount of fringe program,who is not individually registered in the program, but benefits listed on the wage determination unless the who has been certified by the Office of Apprenticeship Administrator of the Wage and Hour Division determines that Training,Employer and Labor Services or a State there is an apprenticeship program associated with the CPM Development Corporation 53 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal corresponding journeyman wage rate on the wage set forth in 29 CFR parts 5,6,and 7.Disputes within the determination which provides for less than full fringe benefits meaning of this clause include disputes between the contractor for apprentices.Any employee listed on the payroll at a trainee (or any of its subcontractors)and the contracting agency,the rate who is not registered and participating in a training plan U.S.Department of Labor,or the employees or their approved by the Employment and Training Administration shall representatives. be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. 10.Certification of eligibility(29 CFR 5.5) In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the a_By entering into this contract,the contractor certifies that wage determination for the work actually performed. neither it(nor he or she)nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to In the event the Employment and Training Administration be awarded Government contracts by virtue of section 3(a)of withdraws approval of a training program,the contractor will no the Davis-Bacon Act or 29 CFR 5.12(a)(1). longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an b. No part of this contract shall be subcontracted to any person acceptable program is approved. or firm ineligible for award of a Government contract by virtue of section 3(a)of the Davis-Bacon Act or 29 CFR 5.12(a)(1). c. Equal employment opportunity.The utilization of apprentices,trainees and journeymen under this part shall be c.The penalty for making false statements is prescribed in the in conformity with the equal employment opportunity U.S.Criminal Code,18 U.S.C. 1001. requirements of Executive Order 11246,as amended,and 29 CFR part 30. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT d. Apprentices and Trainees(programs of the U.S. DOT). Pursuant to 29 CFR 5.5(b),the following clauses apply to any Apprentices and trainees working under apprenticeship and Federal-aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the skill training programs which have been certified by the Contract Work Hours and Safety Standards Act.These Secretary of Transportation as promoting EEO in connection clauses shall be inserted in addition to the clauses required by with Federal-aid highway construction programs are not 29 CFR 5.5(a)or 29 CFR 4.6. As used in this paragraph,the subject to the requirements of paragraph 4 of this Section IV. terms laborers and mechanics include watchmen and guards. 23 CFR 230.111(e)(2).The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs.The ratio of 1.Overtime requirements. No contractor or subcontractor apprentices and trainees to journeymen shall not be greater contracting for any part of the contract work which may require than permitted by the terms of the particular program. or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any S.Compliance with Copeland Act requirements. The workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such contractor shall comply with the requirements of CFR part laborer or mechanic receives compensation at a rate not less 3,which are incorporated by reference in this contract as than one and one-half times the basic rate of pay for all hours provided in 29 CFR 5.5. worked in excess of forty hours in such workweek. 29 CFR 5.5. 6.Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the 2.Violation;liability for unpaid wages;liquidated subcontractors to include Form FHWA-1273 in any lower tier damages. In the event of any violation of the clause set forth subcontracts.The prime contractor shall be responsible for the in paragraph 1 of this section,the contractor and any compliance by any subcontractor or lower tier subcontractor subcontractor responsible therefor shall be liable for the with all the contract clauses in 29 CFR 5.5. unpaid wages. In addition,such contractor and subcontractor shall be liable to the United States(in the case of work done 7.Contract termination:debarment. A breach of the under contract for the District of Columbia or a territory,to such contract clauses in 29 CFR 5.5 may be grounds for termination District or to such territory),for liquidated damages.Such of the contract,and for debarment as a contractor and a liquidated damages shall be computed with respect to each subcontractor as provided in 29 CFR 5.12. individual laborer or mechanic,including watchmen and guards,employed in violation of the clause set forth in paragraph 1 of this section,in the sum currently provided in 29 8.Compliance with Davis-Bacon and Related Act CFR 5.5(b)(2)*for each calendar day on which such individual requirements. All rulings and interpretations of the Davis- was required or permitted to work in excess of the standard Bacon and Related Acts contained in 29 CFR parts 1,3,and 5 workweek of forty hours without payment of the overtime are herein incorporated by reference in this contract as wages required by the clause set forth in paragraph 1 of this provided in 29 CFR 5.5. section. 29 CFR 5.5. 9.Disputes concerning labor standards.As provided in 29 *$27 as of January 23, 2019(See 84 FR 213-01,218)as may CFR 5.5.disputes arising out of the labor standards provisions be adjusted annually by the Department of Labor;pursuant to of this contract shall not be subject to the general disputes the Federal Civil Penalties Inflation Adjustment Act of 1990). clause of this contract.Such disputes shall be resolved in accordance with the procedures of the Department of Labor CPM Development Corporation 54 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal 3.Withholding for unpaid wages and liquidated damages. equipment not ordinarily available in the type of contracting The FHWA or the contacting agency shall upon its own action organizations qualified and expected to bid or propose on the or upon written request of an authorized representative of the contract as a whole and in general are to be limited to minor Department of Labor withhold or cause to be withheld,from components of the overall contract. 23 CFR 635.102. any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any 2.Pursuant to 23 CFR 635.116(a),the contract amount upon other Federal contract with the same prime contractor,or any which the requirements set forth in paragraph(1)of Section VI other federally-assisted contract subject to the Contract Work is computed includes the cost of material and manufactured Hours and Safety Standards Act,which is held by the same products which are to be purchased or produced by the prime contractor,such sums as may be determined to be contractor under the contract provisions. necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as 3.Pursuant to 23 CFR 635.116(c),the contractor shall furnish provided in the clause set forth in paragraph 2 of this section. (a)a competent superintendent or supervisor who is employed 29 CFR 5.5. by the firm,has full authority to direct performance of the work in accordance with the contract requirements,and is in charge 4 of all construction operations(regardless of who performs the .Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs 1 work)and(b)such other of its own organizational resources t (supervision,management,and engineering services)as the through 4 of this section and also a clause requiring the contracting officer determines is necessary to assure the subcontractors to include these clauses in any Tower tier subcontracts.The prime contractor shall be responsible for performance of the contract. compliance by any subcontractor or lower tier subcontractor 4. No portion of the contract shall be sublet,assigned or with the clauses set forth in paragraphs 1 through 4 of this otherwise disposed of except with the written consent of the section. 29 CFR 5.5. contracting officer,or authorized representative,and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the VI.SUBLETTING OR ASSIGNING THE CONTRACT contract. Written consent will be given only after the contracting agency has assured that each subcontract is This provision is applicable to all Federal-aid construction evidenced in writing and that it contains all pertinent provisions contracts on the National Highway System pursuant to 23 CFR and requirements of the prime contract.(based on long- 635.116, standing interpretation of 23 CFR 635.116). 1.The contractor shall perform with its own organization 5.The 30-percent self-performance requirement of paragraph contract work amounting to not less than 30 percent(or a (1)is not applicable to design-build contracts;however, greater percentage if specified elsewhere in the contract)of contracting agencies may establish their own self-performance the total original contract price,excluding any specialty items requirements. 23 CFR 635.116(d). designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total VII.SAFETY:ACCIDENT PREVENTION original contract price before computing the amount of work required to be performed by the contractor's own organization This provision is applicable to all Federal-aid construction (23 CFR 636.116). contracts and to all related subcontracts. a. The term"perform work with its own organization"in 1. In the performance of this contract the contractor shall paragraph 1 of Section VI refers to workers employed or comply with all applicable Federal,State,and local laws leased by the prime contractor,and equipment owned or governing safety,health,and sanitation(23 CFR Part 635). rented by the prime contractor,with or without operators. The contractor shall provide all safeguards,safety devices and Such term does not include employees or equipment of a protective equipment and take any other needed actions as it subcontractor or lower tier subcontractor,agents of the prime determines,or as the contracting officer may determine,to be contractor,or any other assignees. The term may include reasonably necessary to protect the life and health of payments for the costs of hiring leased employees from an employees on the job and the safety of the public and to employee leasing firm meeting all relevant Federal and State protect property in connection with the performance of the regulatory requirements. Leased employees may only be work covered by the contract. 23 CFR 635.108. included in this term if the prime contractor meets all of the following conditions:(based on longstanding interpretation) 2. It is a condition of this contract,and shall be made a condition of each subcontract,which the contractor enters into (1)the prime contractor maintains control over the pursuant to this contract,that the contractor and any supervision of the day-to-day activities of the leased subcontractor shall not permit any employee,in performance employees; of the contract,to work in surroundings or under conditions (2)the prime contractor remains responsible for the quality which are unsanitary,hazardous or dangerous to his/her of the work of the leased employees; health or safety,as determined under construction safety and (3)the prime contractor retains all power to accept or health standards(29 CFR Part 1926)promulgated by the exclude individual employees from work on the project;and Secretary of Labor,in accordance with Section 107 of the (4)the prime contractor remains ultimately responsible for Contract Work Hours and Safety Standards Act(40 U.S.C. the payment of predetermined minimum wages,the 3704). 29 CFR 1926.10. submission of payrolls,statements of compliance and all other Federal regulatory requirements. 3. Pursuant to 29 CFR 1926.3,it is a condition of this contract that the Secretary of Labor or authorized representative b."Specialty Items"shall be construed to be limited to work thereof,shall have right of entry to any site of contract that requires highly specialized knowledge,abilities,or performance to inspect or investigate the matter of compliance CPM Development 55 Corporation DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal with the construction safety and health standards and to carry or regulations issued pursuant to the Clean Air Act(42 U.S.C. out the duties of the Secretary under Section 107 of the 7401-7671q)and the Federal Water Pollution Control Act,as Contract Work Hours and Safety Standards Act(40 U.S.C. amended(33 U.S.C. 1251.1387). Violations must be reported 3704). to the Federal Highway Administration and the Regional Office of the Environmental Protection Agency. 2 CFR Part 200, Appendix II. Vlll.FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS The contractor agrees to include or cause to be included the requirements of this Section in every subcontract, and further This provision is applicable to all Federal-aid construction agrees to take such action as the contracting agency may contracts and to all related subcontracts. direct as a means of enforcing such requirements. 2 CFR 200.326. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers,contractors, suppliers, and workers on Federal- X.CERTIFICATION REGARDING DEBARMENT, aid highway projects, it is essential that all persons concerned SUSPENSION,INELIGIBILITY AND VOLUNTARY with the project perform their functions as carefully,thoroughly, EXCLUSION and honestly as possible. Willful falsification,distortion,or misrepresentation with respect to any facts related to the This provision is applicable to all Federal-aid construction project is a violation of Federal law. To prevent any contracts,design-build contracts,subcontracts,lower-tier misunderstanding regarding the seriousness of these and subcontracts,purchase orders,lease agreements,consultant similar acts, Form FHWA-1022 shall be posted on each contracts or any other covered transaction requiring FHWA Federal-aid highway project(23 CFR Part 635)in one or more approval or that is estimated to cost$25,000 or more— as places where it is readily available to all persons concerned defined in 2 CFR Parts 180 and 1200. 2 CFR 180.220 and with the project: 1200,220. 18 U.S.C.1020 reads as follows: 1.Instructions for Certification—First Tier Participants: "Whoever,being an officer,agent,or employee of the United a. By signing and submitting this proposal,the prospective States,or of any State or Territory,or whoever,whether a first tier participant is providing the certification set out below. person,association,firm,or corporation,knowingly makes any false statement,false representation,or false report as to the b.The inability of a person to provide the certification set out character,quality,quantity,or cost of the material used or to below will not necessarily result in denial of participation in this be used,or the quantity or quality of the work performed or to covered transaction.The prospective first tier participant shall be performed,or the cost thereof in connection with the submit an explanation of why it cannot provide the certification submission of plans,maps,specifications, contracts,or costs set out below.The certification or explanation will be of construction on any highway or related project submitted for considered in connection with the department or agency's approval to the Secretary of Transportation;or determination whether to enter into this transaction.However, failure of the prospective first tier participant to furnish a Whoever knowingly makes any false statement,false certification or an explanation shall disqualify such a person representation,false report or false claim with respect to the from participation in this transaction. 2 CFR 180.320. character, quality,quantity,or cost of any work performed or to be performed,or materials furnished or to be furnished,in c.The certification in this clause is a material representation connection with the construction of any highway or related of fact upon which reliance was placed when the contracting project approved by the Secretary of Transportation;or agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered Whoever knowingly makes any false statement or false an erroneous certification, in addition to other remedies representation as to material fact in any statement,certificate, available to the Federal Government,the contracting agency or report submitted pursuant to provisions of the Federal-aid may terminate this transaction for cause of default. 2 CFR Roads Act approved July 11.1916. (39 Stat. 355), as 180.325. amended and supplemented; d.The prospective first tier participant shall provide Shall be fined under this title or imprisoned not more than 5 immediate written notice to the contracting agency to whom years or both." this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed IX.IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL circumstances 2 CFR 180.345 and 180.350. WATER POLLUTION CONTROL ACT(42 U.S.C. 7606;2 CFR 200.88;EO 11738) e.The terms"covered transaction,""debarred," "suspended,"'Ineligible,""participant,""person,""principal," This provision is applicable to all Federal-aid construction and"voluntarily excluded,"as used in this clause,are defined contracts in excess of$150,000 and to all related in 2 CFR Parts 180,Subpart I, 180.900-180.1020,and 1200. subcontracts. 48 CFR 2.101;2 CFR 200.326. "First Tier Covered Transactions"refers to any covered transaction between a recipient or subrecipient of Federal By submission of this bid/proposal or the execution of this funds and a participant(such as the prime or general contract). contract or subcontract,as appropriate,the bidder, proposer, "Lower Tier Covered Transactions"refers to any covered Federal-aid construction contractor,subcontractor,supplier, or transaction under a First Tier Covered Transaction(such as vendor agrees to comply with all applicable standards,orders subcontracts). "First Tier Participant"refers to the participant CPM Development Corporation 56 DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal who has entered into a covered transaction with a recipient or (2) Have not within a three-year period preceding this subrecipient of Federal funds(such as the prime or general proposal been convicted of or had a civil judgment rendered contractor). "Lower Tier Participant"refers any participant who against them for commission of fraud or a criminal offense in has entered into a covered transaction with a First Tier connection with obtaining,attempting to obtain,or performing Participant or other Lower Tier Participants(such as a public(Federal,State,or local)transaction or contract under subcontractors and suppliers). a public transaction;violation of Federal or State antitrust statutes or commission of embezzlement,theft,forgery, f.The prospective first tier participant agrees by submitting bribery,falsification or destruction of records,making false this proposal that,should the proposed covered transaction be statements,or receiving stolen property,2 CFR 180.800; entered into,it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, (3) Are not presently indicted for or otherwise criminally or suspended,declared ineligible,or voluntarily excluded from civilly charged by a governmental entity(Federal,State or participation in this covered transaction,unless authorized by local)with commission of any of the offenses enumerated in the department or agency entering into this transaction. 2 paragraph(a)(2)of this certification,2 CFR 180.700 and CFR 180.330. 180.800;and g.The prospective first tier participant further agrees by (4) Have not within a three-year period preceding this submitting this proposal that it will include the clause titled application/proposal had one or more public transactions "Certification Regarding Debarment,Suspension, Ineligibility (Federal,State or local)terminated for cause or default. 2 and Voluntary Exclusion-Lower Tier Covered Transactions," CFR 180.335(d). provided by the department or contracting agency,entering into this covered transaction,without modification,in all lower (5)Are not a corporation that has been convicted of a felony tier covered transactions and in all solicitations for lower tier violation under any Federal law within the two-year period covered transactions exceeding the$25,000 threshold. 2 CFR preceding this proposal(USDOT Order 4200.6 implementing 180,220 and 180.300. appropriations act requirements);and h.A participant in a covered transaction may rely upon a (6)Are not a corporation with any unpaid Federal tax liability certification of a prospective participant in a lower tier covered that has been assessed,for which all judicial and transaction that is not debarred,suspended,ineligible,or administrative remedies have been exhausted,or have lapsed, voluntarily excluded from the covered transaction,unless it and that is not being paid in a timely manner pursuant to an knows that the certification is erroneous. 2 CFR 180.300; agreement with the authority responsible for collecting the tax 180.320,and 180.325. A participant is responsible for liability(USDOT Order 4200.6 implementing appropriations act ensuring that its principals are not suspended,debarred,or requirements). otherwise ineligible to participate in covered transactions. 2 CFR 180.335. To verify the eligibility of its principals,as well b. Where the prospective participant is unable to certify to as the eligibility of any lower tier prospective participants,each any of the statements in this certification,such prospective participant may,but is not required to, check the System for participant should attach an explanation to this proposal. 2 Award Management website(https://www.sam.gg . 2 CFR CFR 180.335 and 180.340. 180.300,180.320,and 180.325. I. Nothing contained in the foregoing shall be construed to 3.Instructions for Certification-Lower Tier Participants: require the establishment of a system of records in order to render in good faith the certification required by this clause. (Applicable to all subcontracts,purchase orders,and other The knowledge and information of the prospective participant lower tier transactions requiring prior FHWA approval or is not required to exceed that which is normally possessed by estimated to cost$25,000 or more-2 CFR Parts 180 and a prudent person in the ordinary course of business dealings. 1200). 2 CFR 180.220 and 1200.220. j.Except for transactions authorized under paragraph(f)of a.By signing and submitting this proposal,the prospective these instructions,if a participant in a covered transaction lower tier participant is providing the certification set out below. knowingly enters into a lower tier covered transaction with a person who is suspended,debarred,ineligible,or voluntarily b.The certification in this clause is a material representation excluded from participation in this transaction, in addition to of fact upon which reliance was placed when this transaction other remedies available to the Federal Government,the was entered into. If it is later determined that the prospective department or agency may terminate this transaction for cause lower tier participant knowingly rendered an erroneous or default. 2 CFR 180.325. certification, in addition to other remedies available to the Federal Government,the department, or agency with which k R•f r this transaction originated may pursue available remedies, including suspension and/or debarment. 2. Certification Regarding Debarment,Suspension, Ineligibility and Voluntary Exclusion—First Tier c.The prospective lower tier participant shall provide Participants: immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant a. The prospective first tier participant certifies to the best of learns that its certification was erroneous by reason of its knowledge and belief,that it and its principals: changed circumstances. 2 CFR 180.365. (1) Are not presently debarred,suspended,proposed for d.The terms"covered transaction,""debarred," debarment,declared ineligible,or voluntarily excluded from "suspended,"'Ineligible,""participant,""person,""principal," participating in covered transactions by any Federal and"voluntarily excluded,"as used in this clause,are defined department or agency,2 CFR 180.335;. in 2 CFR Parts 180,Subpart I, 180.900—180.1020, and 1200. You may contact the person to which this proposal is CPM Development 57 Corporation DBA ICON Materials Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal submitted for assistance in obtaining a copy of those regulations. "First Tier Covered Transactions"refers to any (a)is presently debarred,suspended,proposed for debarment, covered transaction between a recipient or subrecipient of declared ineligible,or voluntarily excluded from participating in Federal funds and a participant(such as the prime or general covered transactions by any Federal department or agency, 2 contract). "Lower Tier Covered Transactions"refers to any CFR 180.355; covered transaction under a First Tier Covered Transaction (such as subcontracts). "First Tier Participant"refers to the (b)is a corporation that has been convicted of a felony participant who has entered into a covered transaction with a violation under any Federal law within the two-year period recipient or subrecipient of Federal funds(such as the prime or preceding this proposal(USDOT Order 4200.6 implementing general contractor). "Lower Tier Participant"refers any appropriations act requirements);and participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants(such as (c)is a corporation with any unpaid Federal tax liability that subcontractors and suppliers). has been assessed,for which all judicial and administrative remedies have been exhausted,or have lapsed,and that is e.The prospective lower tier participant agrees by not being paid in a timely manner pursuant to an agreement submitting this proposal that,should the proposed covered with the authority responsible for collecting the tax liability. transaction be entered into,it shall not knowingly enter into (USDOT Order 4200.6 implementing appropriations act any lower tier covered transaction with a person who is requirements) debarred,suspended,declared ineligible,or voluntarily excluded from participation in this covered transaction,unless 2.Where the prospective lower tier participant is unable to authorized by the department or agency with which this certify to any of the statements in this certification,such transaction originated. 2 CFR 1200.220 and 1200.332. prospective participant should attach an explanation to this proposal. f.The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment,Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," XI.CERTIFICATION REGARDING USE OF CONTRACT without modification,in all lower tier covered transactions and FUNDS FOR LOBBYING in all solicitations for lower tier covered transactions exceeding the$25,000 threshold. 2 CFR 180.220 and 1200.220. This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed g.A participant in a covered transaction may rely upon a $100,000. 49 CFR Part 20,App. A. certification of a prospective participant in a lower tier covered transaction that is not debarred,suspended,ineligible,or 1.The prospective participant certifies, by signing and voluntarily excluded from the covered transaction,unless it submitting this bid or proposal,to the best of his or her knows that the certification is erroneous.A participant is knowledge and belief,that: responsible for ensuring that its principals are not suspended, debarred,or otherwise ineligible to participate in covered a.No Federal appropriated funds have been paid or will be transactions. To verify the eligibility of its principals,as well as paid,by or on behalf of the undersigned,to any person for the eligibility of any lower tier prospective participants,each influencing or attempting to influence an officer or employee of participant may,but is not required to,check the System for any Federal agency,a Member of Congress, an officer or Award Management website(httas://www.sam.govn,which is employee of Congress,or an employee of a Member of compiled by the General Services Administration. 2 CFR Congress in connection with the awarding of any Federal 180.300,180.320,180.330,and 180.335. contract,the making of any Federal grant,the making of any Federal loan,the entering into of any cooperative agreement, h.Nothing contained in the foregoing shall be construed to and the extension,continuation, renewal, amendment,or require establishment of a system of records in order to render modification of any Federal contract,grant,loan,or in good faith the certification required by this clause.The cooperative agreement. knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person b. If any funds other than Federal appropriated funds have in the ordinary course of business dealings. been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal I.Except for transactions authorized under paragraph a of agency,a Member of Congress,an officer or employee of these instructions,if a participant in a covered transaction Congress,or an employee of a Member of Congress in knowingly enters into a lower tier covered transaction with a connection with this Federal contract,grant, loan,or person who is suspended,debarred,ineligible,or voluntarily cooperative agreement,the undersigned shall complete and excluded from participation in this transaction, in addition to submit Standard Form-LLL,"Disclosure Form to Report other remedies available to the Federal Government,the Lobbying,"in accordance with its instructions. department or agency with which this transaction originated may pursue available remedies, including suspension and/or 2.This certification is a material representation of fact upon debarment. 2 CFR 180.325. 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 31 U.S.C.1352. Any person who fails to file the required Certification Regarding Debarment,Suspension, certification shall be subject to a civil penalty of not less than Ineligibility and Voluntary Exclusion--Lower Tier $10,000 and not more than$100,000 for each such failure. Participants: 3.The prospective participant also agrees by submitting its 1.The prospective lower tier participant certifies, by bid or proposal that the participant shall require that the submission of this proposal,that neither it nor its principals: language of this certification be included in all lower tier CPM Development Corporation 58 nRA ICON Materials Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal subcontracts,which exceed$100,000 and that all such recipients shall certify and disclose accordingly. XII. USE OF UNITED STATES-FLAG VESSELS: This provision is applicable to all Federal-aid construction contracts,design-build contracts,subcontracts,lower-tier subcontracts,purchase orders,lease agreements,or any other covered transaction. 46 CFR Part 381. This requirement applies to material or equipment that is acquired for a specific Federal-aid highway project 46 CFR 381.7. It is not applicable to goods or materials that come into inventories independent of an FHWA funded-contract. When oceanic shipments(or shipments across the Great Lakes)are necessary for materials or equipment acquired for a specific Federal-aid construction project,the bidder,proposer, contractor,subcontractor,or vendor agrees: 1.To utilize privately owned United States-flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers,dry cargo liners, and tankers)involved,whenever shipping any equipment, material,or commodities pursuant to this contract,to the extent such vessels are available at fair and reasonable rates for United States-flag commercial vessels. 46 CFR 381.7. 2.To furnish within 20 days following the date of loading for shipments originating within the United States or within 30 working days following the date of loading for shipments originating outside the United States,a legible copy of a rated, 'on-board'commercial ocean bill-of-lading in English for each shipment of cargo described in paragraph(b)(1)of this section to both the Contracting Officer(through the prime contractor in the case of subcontractor bills-of-lading)and to the Office of Cargo and Commercial Sealift(MAR-620),Maritime Administration,Washington, DC 20590.(MARAD requires copies of the ocean carrier's(master)bills of lading,certified onboard,dated,with rates and charges.These bills of lading may contain business sensitive information and therefore may be submitted directly to MARAD by the Ocean Transportation Intermediary on behalf of the contractor). 46 CFR 381.7. CPM Development Corporation DBA ICON Materials 59 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal ATTACHMENT A-EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS(23 CFR 633,Subpart B,Appendix B) This provision is applicable to all Federal-aid projects funded under the Appalachian Regional Development Act of 1965. 1.During the performance of this contract,the contractor undertaking to do work which is,or reasonably may be,done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated,or the subregion,or the Appalachian counties of the State wherein the contract work is situated,except: a.To the extent that qualified persons regularly residing in the area are not available. b.For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c.For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract,provided that the number of nonresident persons employed under this subparagraph(1c)shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph(4)below. 2.The contractor shall place a job order with the State Employment Service indicating(a)the classifications of the laborers,mechanics and other employees required to perform the contract work, (b)the number of employees required in each classification, (c)the date on which the participant estimates such employees will be required,and(d)any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work,the information submitted by the contractor in the original job order is substantially modified,the participant shall promptly notify the State Employment Service. 3.The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who,in his opinion,are not qualified to perform the classification of work required. 4. If,within one week following the placing of a job order by the contractor with the State Employment Service,the State Employment Service is unable to refer any qualified job applicants to the contractor,or less than the number requested,the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate,the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph(1 c) above. 5. The provisions of 23 CFR 633.207(e)allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 6.The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work CPM Development which is,or reasonably may be,done as on-site work. Corporation DBA ICON Materials 60 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always verify Scal �dA APWA-WA Division 1 Committee rev.5/13/2022 Proposal for Incorporating Recycled Materials into the Project In compliance with RCW 70A.205.700, the Bidder shall propose below, the total percent of construction aggregate and concrete materials to be incorporated into the Project that are recycled materials. Calculated percentages must be within the amounts allowed in Section 9-03.21(1)E, Table on Maximum Allowable Percent(By Weight) of Recycled Material, of the Standard Specifications. Proposed total percentage: 15 percent. Note: Use of recycled materials is highly encouraged within the limits shown above, but does not constitute a Bidder Preference, and will not affect the determination of award, unless two or more lowest responsive Bid totals are exactly equal, in which case proposed recycling percentages will be used as a tie-breaker, per the APWA GSP in Section 1-03.1 of the Special Provisions. Regardless, the Bidder's stated proposed percentages will become a goal the Contractor should do its best to accomplish. Bidders will be required to report on recycled materials actually incorporated into the Project, in accordance with the APWA GSP in Section 1-06.6 of the Special Provisions. Bidder: CPpM Devr op; ent Corporation DBA ICON Materials f Signature of Authorized Official: f August-22rTd, Mike McBreen Date: � J 61 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always verify Scal This chance order form is for examule puruoses only. By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO. [Enter # 1, 2, 3, etc.] NAME OF CONTRACTOR: jInsert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER:jInsert Name of Original Contract & Project #, if applicablel ORIGINAL CONTRACT DATE: jInsert Date Original Contract was Signedl This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section 1 of the Contract is hereby modified to revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section 1 of the Contract are also modified as follows: Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ CPM Development Corporation DBA ICON Materials EVH Preservation - 212th St- 196"'St/Holcomb 62 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (�) for this Change working days Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent Special Provisions and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: By: By: (signature) (signature) Print Name: Print Name: Chad Bieren, P.E. Its Its Public Works Director (title) (title) DATE: DATE: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department EVH Preservation-212th St - 196111 St/Holcomb 63 CPM Development July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Corporation Provided to Builders Exchange of WA, Inc. For usage Conditions AgreemeD[3,4 IWY�oUaMater 1%. verify Scal BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ............................................ BidDocument Contents................................................................................................ Invitation to Bid........................................................................................................... Informationfor Bidders............................................................................................... ContractorCompliance Statement................................................................................ Date.................................................................................................................. Have/have not participated acknowledgment .................................................. Signatureand address. . .................................................... Declaration -City of Kent Non-Discrimination Policy................................................... Dateand signature .......................................................................................... AdministrativePolicy................................................................................................... Proposal....................................................................................................................... / Firstline of proposal - filled in .........................................................................[9 Unitprices are correct . .........•...•.............•••.............• � Bid the same unit price for asterisk (*) bid items............................................• Minimumbid prices are correct......................................................................... ProposalSignature Page............................................................................................. AllAddenda acknowledged............................................................................... .[� Date, signature and address............................................................................ BidBond Form ............................................................................................................. Signature, sealed and dated ............................................................................ Powerof Attorney............................................................................................ (Amount of bid bond shall equal 50/o of the total bid amount) [f Contractor's Qualification Statement.......................................................................... Completeand notarized.................................................................................... Statement that Bidder Has Not Been Disqualified....................................................... Certification of Compliance with Wage Payment Statutes............................................d/ Subcontractor List (contracts over$1M - HVAC, Plumbing, & Electrical)..................... Subcontractors listed properly.......................................................................... Signature.......................................................................................................... Subcontractor List (contracts over$1M - Structural Steel & Rebar Installation)......... Subcontractorslisted properly.......................................................................... / Dateand signature ...........................................................................................l�J LocalAgency Subcontractor List.................................................................................. CombinedDeclaration Form......................................................................................... Signature........ .......................................... Non-Collusion Declaration............................................................................................ Local Agency Certification for Federal-Aid Contracts .................................................. Disadvantaged Business Enterprise (DBE) Bid Item Breakdown Form ............................................................................................................................ Disadvantaged Business Enterprise Utilization Certification................................................................................................................. Disadvantaged Business Enterprise (DBE) Trucking Credit Form................................. Disadvantaged Business Enterprise Written ConfirmationDocument............................................................................................... Required Contract Provisions Federal-Aid Construction Contracts............................... Proposal for Incorporating Recycling Materials into the Project.................................. ChangeOrder Form...................................................................................................... Bidder's Checklist ........................................................................................................ The following forms are to be executed after the Contract Is awarded: A) CONTRACT CPM Development This agreement Is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND Corporation To be executed by the successful bidder and its surety company. /� The following form Is to be executed after the Contract Is completed: DBA ICON Materials A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. EVH Preservation - 212th St - 196"' St/Holcomb 64 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal CONTRACT DOCUMENTS CONTENTS Contract............................................................................................... 65 Performance Bond (272-002A) ................................................................68 Payment Bond (272-003A)...................................................................... 69 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and CPM Development Corporation DBA ICON Materials organized under the laws of the State of Washington located and doing business at 1508 Valentine Ave SE, Pacific, WA 98047-2103 y ("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: 84th Ave. S. (East Valley Highway) Preservation (S. 212th St. to S. 196th St) /Federal Aid Number: STBGUL-1073(006) /Project Number: 20-3015 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 ninety (90) 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 $2,260.556. 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. EVH Preservation -212th St- 196"1 St/Holcomb 65 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 record$ 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 Section 1-07.18 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. EVH Preservation—212th St- 1961h St/Holcomb 66 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 CITY OF KENT BY DANA RALPH, MAtiOR DATE: 09/27/2023 ATTEST: ,,�� KIMBERL KOMOTO, CITY CLERK APPROVED AS TO FORM: KEN LAW DEPARTMENT CONTRACTOR BY: PRINT NAME. Mark Eichelberg r _ TITLE: Construction Manager DATE: September 7th 2023 EVH Preservation — 212th St- 1961'St/Holcomb 67 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 PUBLIC WORKS PERFORMANCE BOND to City of Kent,WA Bond No. 9437609 The City of Kent , Washington, (City) has awarded t0 CPM Development Corporation DBA ICON Materials (Principal), a Contract for the construction of the project designated as 84th Avenue South (East Valley Highway) Preservation - S 212th Street to S 196th Street, Project No. 20-3015, in 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 Fidelity and Deposit Company of Maryland (Surety), a corporation organized under the laws of the State of Illinois 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 , in the sum of Two Million Two Hundred Sixty Thousand Five Hundred Fifty Six and 00/100 US Dollars ($ 2,260,556.00 )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 time and in the manner therein specified; and if such performance 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 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 original 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. CPM Development Corpor n dba �- 7/1 aterials SURET �� Company of Maryland � Aujust 24, 2023 Pri ipai ature Date 'Surety signatur Date Mark Eichelberger Linda Lee Nipper Printed Name Printed Name Construction Manager Attorney-in-Fact Title Title Local office/agent of Surety Company: Name Marsh USA LLC Telephone 801.533.3629 Address 15 W South Temple Ste 700, Salt Lake City, UT 84101 DOT Form 272-002A 68 12/2019 _ Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always 7'�n-' y cal • ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Linda Lee Nipper , its true and lawful agent and Attorney-in-Fact,to make, execute,seal and deliver, for, and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies, as fully and amply,to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York.,the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 19th day of July,A.D. 2023. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND `CasuattY aqy',, �.`G'�,1NSU,gq''•., ,..pSd Coma ���iN�••`~P 0 'rk,�c •`��'iQ}•rP O�`1'�F�' � eP•+P O �'i�4. cSEALm �_ 6(�SEAL m ;= =�[°SEALm a_ By: Robert D. Murray °�`•.......`bad: :?'k «9:„�f 2' -A}y, egg: Vice President '''''"nuuno o"`d````` ""1 n a`` "'pmnun 01 By: Dawn E. Brown Secretary State of Maryland County of Baltimore On this 19th day of July, A.D. 2023, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,1 have hereunto set my hand and affixed my Official Seal the day and year first above written. PueuG 'mg Iva Bethea Notary Public My Commission Expires September 30,2023 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V, Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the loth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 11th day of September 2023 µ.1 iNS `J`V+P,X ANSI/ O '�o�''- �c�Q'.••PO� tiC, OP q� OP `�tvSEALm'� _.- vSEAL EAL01 mIq p,�YYOA 1..•Y� r Thomas O.McClellan Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg, IL 60196-1056 www.reportsfclaims@zurichna.com 800-626-4577 PUBLIC WORKS PAYMENT BOND to City of Kent,WA Bond No. 9437609 The City of Kent, Washington, (City) has awarded to CPM Development Corporation DBA ICON Materials (Principal), a Contract for the construction of the project designated as 84th Avenue South (East Valley Highway) Preservation - S 212th Street to S 196th Street, Project No. 20-3015, in 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 Fidelity and Deposit Company of Maryland (Surety), a corporation organized under the laws of the State of Illinois 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 City of Kent I in the sum of Two Million Two Hundred Sixty Thousand Five Hundred Fifty Six and 00/100 US Dollars ($2,260,556.00 )Total Contract Amount, subject to the provisions herein. This statutory payment 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 from the failure of the Principal, 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 subcontractors 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 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 original 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. M Develop nt Corporation dba SURETY Y pcompany Y ��QFJJ Mate ' s idelit nd De o)'tCom an of Maryland 11 11 August 24, 2023 P me t'Signature ate S y Si u Date Mark Eichelberger Linda Lee Nipper Printed Name Printed Name Construction Manager Attorney-in-Fact Title Title Local office/agent of Surety Company: Name Marsh USA LLC Telephone 801.533.3629 Address 15 W South Temple Ste 700, Salt Lake City, UT 84101 1DOT Form 272-003A EF �w/n�W//�w 12l2019 ! 0 69 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by Robert D.Murray,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute, and appoint Linda Lee Nipper , its true and lawful agent and Attorney-in-Fact,to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents,shall be as binding upon said Companies, as fully and amply,to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York,New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this l9th day of July,A.D.2023. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY ' FIDELITY AND DEPOSIT COMPANY OF MARYLAND GaS"oy+;°''-'. :.�`\�p±�Nwu � �eo��tCoMA''.,--. 0 Rgrxk,: �,rOQ,POgQ Y o�i ?a FOQ'PC�rd o '('SEALOI = i"SEAL a _ °SEALm m By Robert D. Mur,ay -ion` r�,a°,: :?� ��::••'t,: '`.:ago Vice President By: Dawn E. Brown Secretary State of Maryland County of Baltimore On this 19th day of July, A.D. 2023, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert D. Murray,Vice President and Dawn E.Brown,Secretary of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first /above written. Iva Bethea 30.... ..• ,a•�,c Ica �y .`` Notary Public My Commission Expires September 30,2023 EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seal, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE 1, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V, Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 24th day of August 2023 suala���o/OC,rGQP O`y 5I�SEALmI0' _9 SEALgs %.,°J'+........'fF�°'.o ��?vo K�`` i, •:e:'R�. 4 4�'. ' �rV":•4.�'F' '9 Thomas O.McClellan Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT A COMPLETE DESCRIPTION OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND,THE BOND NUMBER,AND YOUR CONTACT INFORMATION TO: Zurich Surety Claims 1299 Zurich Way Schaumburg, IL 60196-1056 www.reportsfclaimskzurichna.com 800-626-4577 ' 7 ® D�9/1 DD/YYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE `� 2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Valerie Reece LibertyMutual Insurance Co. National Insurance East PHONE FAX 500 N[3rd St, Suite 300 c No Ex 513 867-3822 A/C No Wausau,WI 54403 E-MAIL ADDRESS: Old castle.certs Libert Mutual.com INSURERS AFFORDING COVERAGE NAIC# www.LibertyMutual.com INSURER A. Liberty Mutual Fire Insurance Company 23035 INSURED INSURER B: Liberty Insurance Corporation 42404 CPM Development Corporation (120-PAC) DBA ICON Materials INSURERC: 1508 Valentine Avenue SE INSURERD: Pacific WA 98047-2103 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 76199288 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INSDAD S fVD POLICY NUMBER MMIDD/YYYY MM DD/YYYY PO LIMITS LTR A �/ COMMERCIALGENERALLIABILITY �/ TB2-C81-004095-113 9/1/2023 9/1/2024 EACH OCCURRENCE $2,000,000 DAMAGE TO RENTED CLAIMS-MADE F�]OCCUR XCU Coverage Included PREMISES Ea occurrence $300,000 Primary/Non-Contributory MED EXP(Any one person) $50,000 Separation of Insured PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY ✓ PRO - LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER: A AUTOMOBILE LIABILITY AS2-C81-004095-123 9/1/2023 9/1/2024 COa accidentS MBINEDINGLELIMIT E $ — 2,000,000 ANY AUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED AS2-C81-054502-523 9/1/2023 9/1/2024 BODILY 14JURY(Per accident) $ AUTOS ONLY AUTOS Physical Damage Only: PROPERTY DAMAGE HIRED NON-OWNED AUTOS ONLY AUTOS ONLY Comprehensive Ded$10,000 Per accident $ Collision Ded$10,000 $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED RETENTION$ $ B WORKERS COMPENSATION WA7-C8D-004095-023 9/1/2023 9/1/2024 �/ STATUTE OERH AND EMPLOYERS'LIABILITY YIN All except OH,ND,WA,WY ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N N/A A B (Mandatory in NH) WC7-C81-004095-013 9/1/2023 9/1/2024 E.L.DISEASE-EA EMPLOYEE $1 OOO000 If yes,describe under DESCRIPTION OF OPERATIONS below WI MN E.L.DISEASE-POLICY LIMIT $1 00O 0OO A Washington Stop Gap ✓ TB2-C81-004095-113 9/1/2023 9/1/2024 BI Each Accident $1,000,000 Employers Liability Coverage BI Aggregate Limit $1,000,000 BI Each Employee $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:84th Ave.S(East Valley Highway)Preservation,S.212th St.to S.196th St. Project Number:20-3015,Federal Aid Number:STBGUL-1073(006). SEE ATTACHED ADDITIONAL REMARKS SCHEDULE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cltx of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 22V 4th Avenue S. ACCORDANCE WITH THE POLICY PROVISIONS. Kent WA 98032 AUTHORIZED REPRESENTATIVE �LZCG . n X _O_O dx. Valerie Reece ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 76199288 18-004095 109.23-09.24 Standard 10-2 WA Stop Gap Excess AUTO I Connie Myszka 19/11/2023 1:33:14 PM (CST) I Page 1 of 2 AGENCY CUSTOMER ID: 8-004095 LOC#: AC R ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED LibertyMutual Insurance Co.National Insurance East CPM Development Corporation(120-PAC) DBA ICON Materials POLICY NUMBER 1508 Valentine Avenue SE Pacific WA 98047-2103 T132-C81-004095-113 CARRIER NAIC CODE LibertV Mutual Fire Insurance Company 23035 EFFECTIVE DATE:9/1/2023 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE:Certificate of Liability(03/16) HOLDER: City of Kent ADDRESS:220 4th Avenue S.Kent WA 98032 RE: 84th Ave. S (East Valley Highway) Preservation, S. 212th St. to S. 196th St. Project Number: 20-3015, Federal Aid Number: STEGUL-1073 (006) . City of Kent, and WSDOT and their officers, elected officials, employees, agents, and volunteers are listed as additional insured with regards to the general liability policy for ongoing and completed operations, and automobile liability policy, on a primary and non-contributory basis, where required by written contract. Waiver of subrogation is included in favor of the additional insured, where required by written contract, and where applicable by law. 30-day Notice of Cancellation. ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ADDENDUM 76199288 1 8-004095 109.23-09.24 Standard 10-2 WA Stop Gap Excess AUTO I Connie Myszka 19/11/2023 1:33:14 PM (CST) I Page 2 of 2 POLICY NUMBER: TB2-C81-004095-113 COMMERCIAL GENERAL LIABILITY CG 20 10 0413 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 A. Section II — Who Is An Insured is amended to 1. All work, including materials, parts or equipment include as an additional insured the person(s) or furnished in connection with such work, on the organization(s) shown in the Schedule, but only project (other than service, maintenance or with respect to liability for "bodily injury", "property repairs) to be performed by or on behalf of the damage" or "personal and advertising injury" additional insured(s) at the location of the caused, in whole or in part, by: covered operations has been completed; or 1. Your acts or omissions; or 2. That portion of 'your work" out of which the 2. The acts or omissions of those acting on your injury or damage arises has been put to its behalf; intended use by any person or organization other than another contractor or subcontractor in the performance of your ongoing operations for engaged in performing operations for a principal the additional insured(s) at the location(s) as a part of the same project. designated above. C. With respect to the insurance afforded to these However: additional insureds, the following is added to 1. The insurance afforded to such additional Section III—Limits Of Insurance: insured only applies to the extent permitted by If coverage provided to the additional insured is law; and required by a contract or agreement, the most we 2. If coverage provided to the additional insured is will pay on behalf of the additional insured is the required by a contract or agreement, the amount of insurance: insurance afforded to such additional insured 1. Required by the contract or agreement; or will not be broader than that which you are required by the contract or agreement to provide 2. Available under the applicable Limits of for such additional insured. Insurance shown in the Declarations; B. With respect to the insurance afforded to these whichever is less. additional insureds, the following additional This endorsement shall not increase the applicable exclusions apply: Limits of Insurance shown in the Declarations. This insurance does not apply to "bodily injury" or "property damage"occurring after: CG 20 10 0413 ©ISO Properties, Inc., 2012 Page 1 of 2 ❑ SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations City of Kent, and WSDOT and their officers, elected 84th Ave. S. (East Valley Highway) Preservation, S. officials, employees, agents, and volunteers 212th St. to S. 196th St. Project#20-3015, Federal Aid#STBGUL-1073(006) 220 4th Avenue S. Kent, WA 98032 Location Code: 120-PAC Information required to complete this Schedule, if not shown above,will be shown in the Declarations. CG 20 10 0413 ©Insurance Services Office, Inc., 2012 Page 2 of 2 POLICY NUMBER: TB2-C81-004095-113 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 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 City of Kent, and WSDOT and their officers, elected 84th Ave. S. (East Valley Highway) Preservation, S. officials, employees, agents, and volunteers 212th St. to S. 196th St. Project#20-3015, Federal Aid#STBGUL-1073(006) 220 4th Avenue S. Kent, WA 98032 Location Code: 120-PAC 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 2. If coverage provided to the additional insured is include as an additional insured the person(s) or required by a contract or agreement, the organization(s) shown in the Schedule, but only insurance afforded to such additional insured will with respect to liability for "bodily injury" or not be broader than that which you are required "property damage" caused, in whole or in part, by by the contract or agreement to provide for such "your work" at the location designated and additional insured. described in the Schedule of this endorsement performed for that additional insured and included in the"products-completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and CG 20 37 0413 ©Insurance Services Office, Inc., 2012 Page 1 of 2 B. With respect to the insurance afforded to these additional insureds, the following is added to Section III—Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 37 0413 ❑ Policy Number TB2-C81-004095-113 Issued by Liberty Mutual Fire Insurance Company THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE AMENDMENT—SCHEDULED ADDITIONAL INSURED This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Person(s)or Organization(s): City of Kent, and WSDOT and their officers, elected officials, employees, agents, and volunteers Location Code: 120-PAC If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person(s) or organization(s) shown in the Schedule of this endorsement that qualifies as an additional insured on this Policy, this Policy will apply solely on the basis required by such written agreement and Paragraph 4.Other Insurance of Section IV—Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV—Conditions will apply. However, this insurance is excess over any other insurance available to the additional insured for which it is also covered as an additional insured for the same'occurrence", claim or"suit". LC 24 20 11 18 ©2018 Liberty Mutual Insurance Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. POLICY NUMBER: TB2-C81-004095-113 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: City of Kent, and WSDOT and their officers, elected officials, employees, agents, and volunteers Location Code: 120-PAC 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 ❑ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): City of Kent, and WSDOT and their officers, elected officials, employees, agents, and volunteers Location Code: 120-PAC Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages caused by 'occur- damages or under Coverage C for medical ex- rences" under Section I —Coverage A, and for all penses shall reduce the Designated Construc- medical expenses caused by accidents under tion Project General Aggregate Limit for that Section I — Coverage C, which can be attributed designated construction project. Such pay- only to ongoing operations at a single designated ments shall not reduce the General Aggregate construction project shown in the Schedule above: Limit shown in the Declarations nor shall they 1. A separate Designated Construction Project reduce any other Designated Construction General Aggregate Limit applies to each des- Project General Aggregate Limit for any other ignated construction project, and that limit is designated construction project shown in the equal to the amount of the General Aggregate Schedule above. Limit shown in the Declarations. 4. The limits shown in the Declarations for Each 2. The Designated Construction Project General Occurrence, Damage To Premises Rented To Aggregate Limit is the most we will pay for the You and Medical Expense continue to apply. sum of all damages under Coverage A, except However, instead of being subject to the Gen- damages because of "bodily injury" or "prop- eral Aggregate Limit shown in the Declara- erty damage" included in the "products-com- tions, such limits will be subject to the applica- pleted operations hazard", and for medical ex- ble Designated Construction Project General penses under Coverage C regardless of the Aggregate Limit. number of: a. Insureds; b. Claims made or"suits" brought; or c. Persons or organizations making claims or bringing "suits". CG 25 03 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 2 ❑ B. For all sums which the insured becomes legally C. When coverage for liability arising out of the"prod- obligated to pay as damages caused by 'occur- ucts-completed operations hazard" is provided, rences" under Section I —Coverage A, and for all any payments for damages because of"bodily in- medical expenses caused by accidents under jury" or "property damage" included in the "prod- Section I — Coverage C, which cannot be at- ucts-completed operations hazard"will reduce the tributed only to ongoing operations at a single des- Products-completed Operations Aggregate Limit, ignated construction project shown in the Sched- and not reduce the General Aggregate Limit nor ule above: the Designated Construction Project General Ag- 1. Any payments made under Coverage A for gregate Limit. damages or under Coverage C for medical ex- D. If the applicable designated construction project penses shall reduce the amount available un- has been abandoned,delayed, or abandoned and der the General Aggregate Limit or the Prod- then restarted,or if the authorized contracting par- ucts-completed Operations Aggregate Limit, ties deviate from plans, blueprints, designs, spec- whichever is applicable; and ifications or timetables, the project will still be 2. Such payments shall not reduce any Desig- deemed to be the same construction project. nated Construction Project General Aggregate E. The provisions of Section III—Limits Of Insurance Limit. not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 ©Insurance Services Office, Inc., 2008 CG 25 03 05 09 SPECIAL PROVISIONS CONTENTS PAGE INTRODUCTION .......................................................................... SP-1 DIVISION 1 GENERAL REQUIREMENTS ................................. 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-14 1-07 Legal Relations and Responsibilities to the Public............. SP-17 1-08 Prosecution and Progress ............................................. SP-38 1-09 Measurement and Payment .......................................... SP-41 1-10 Temporary Traffic Control ............................................ SP-42 DIVISION 2 EARTHWORK...................................................... SP-46 2-02 Removal of Structures and Obstructions......................... SP-46 2-03 Roadway Excavation and Embankment ..........................SP-49 2-06 Subgrade Preparation .................................................. SP-50 2-07 Watering ................................................................... SP-51 DIVISION 4 BASES................................................................ SP-52 4-03 Gravel Borrow ............................................................ SP-52 4-04 Ballast and Crushed Surfacing ......................................SP-53 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .......... SP-55 5-02 Bituminous Surface Treatment...................................... SP-55 5-04 Hot Mix Asphalt .......................................................... SP-55 5-05 Cement Concrete Pavement ......................................... SP-87 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS........... SP-91 7-01 Drains.......................................................................SP-91 7-04 Storm Sewers ............................................................ SP-91 7-05 Manholes, Inlets, Catch Basins, and Drywells.................. SP-93 7-08 General Pipe Installation Requirements .......................... SP-95 7-12 Valves for Water Mains ................................................SP-101 7-17 Sanitary Sewers ......................................................... SP-103 DIVISION 8 MISCELLANEOUS CONSTRUCTION ..................... SP-109 8-01 Erosion Control and Water Pollution Control....................SP-109 8-02 Roadside Restoration...................................................SP-113 8-04 Curbs, Gutters, and Spillways....................................... SP-120 8-06 Cement Concrete Driveway Entrances............................ SP-121 8-09 Raised Pavement Markers ............................................ SP-121 8-13 Monument Cases ........................................................ SP-122 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-14 Cement Concrete Sidewalks ......................................... SP-124 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical........................... SP-131 8-21 Permanent Signing...................................................... SP-136 8-22 Pavement Marking ...................................................... SP-138 8-23 Temporary Pavement Markings..................................... SP-146 8-28 Pothole Utilities .......................................................... SP-146 8-30 Project Signs.............................................................. SP-147 DIVISION 9 MATERIALS........................................................ SP-149 9-03 Aggregates ................................................................ SP-149 9-13 Riprap, Quarry Spalls, Slope Protection, and Rock For Erosion and Scour Protection and Rock Walls ..................SP-151 9-14 Erosion Control and Roadside Planting ........................... SP-151 9-28 Signing Materials and Fabrication .................................. SP-155 9-29 Illumination, Signal, Electrical....................................... SP-156 9-30 Water Distribution Materials ......................................... SP-166 KENT STANDARD PLANS ............................................................. A-1 WSDOT STANDARD PLANS.......................................................... A-2 TRAFFIC CONTROL PLANS .......................................................... A-3 PROJECTSIGN ............................................................................ A-4 STATE AND FEDERAL PREVAILING WAGE RATES ........................ A-5 SPECIAL PROVISIONS 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. 1EVH Preservation - 212th St - 1961" St/Holcomb SP - 1 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 DIVISION 1 - GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995, WSDOT GSP) This Contract provides for the improvement of 84th Avenue S. (East Valley Highway) including the intersection of S. 212th St. north to and including the intersection of S. 196th St and other work, all in accordance with the attached Contract Plans, these Contract Provisions, and the Standard Specifications. 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. 2EVH Preservation - 212th St - 196t" St/Holcomb SP - 2 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Supplement this Section with the following: 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. 3EVH Preservation - 212th St - 196t" St/Holcomb SP - 3 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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) Delete this section and replace it with the following: 4EVH Preservation - 212th St - 196t" St/Holcomb SP - 4 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 C) 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 envelope, or as otherwise required in the Bid Documents, to ensure proper handling and delivery. 5EVH Preservation - 212th St - 196t" St/Holcomb SP - 5 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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. 6EVH Preservation - 212th St - 196t" St/Holcomb SP - 6 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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: 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; 7EVH Preservation - 212th St - 196' St/Holcomb SP - 7 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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. 8EVH Preservation - 212th St - 196t" St/Holcomb SP - 8 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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: 9EVH Preservation - 212th St - 196t" St/Holcomb SP - 9 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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. 10EVH Preservation — 212th St - 196th St/Holcomb SP - 10 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 1-05.7 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 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. 11EVH Preservation — 212th St - 1961h St/Holcomb SP - 11 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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 12EVH Preservation — 212th St - 196th St/Holcomb SP - 12 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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 follow: Contractor shall coordinate with the City's contractor who will be installing two 16" gate valves within the project limits on East Valley Highway (at the 212' St. intersection and the 208t" St. intersection). It is anticipated that this work will be 13EVH Preservation — 212th St - 196th St/Holcomb SP - 13 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 completed prior to start of construction of this project but this timeline is subject to change. Other Contracts or Other Work PSE (Gas and Electric) will be responsible for adjusting all gas valves or electrical facilities within the project areas. The contractor shall coordinate with PSE during construction. Lumen (formerly CenturyLink) will be responsible for adjusting all Lumen manhole covers within the project areas. The contractor shall coordinate with Lumen during construction. SECTION 1-05IS SUPPLEMENTED BY ADDING 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 and water as a pay item. 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 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 14EVH Preservation — 212th St - 196th St/Holcomb SP - 14 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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. 15EVH Preservation — 212th St - 196th St/Holcomb SP - 15 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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. 16EVH Preservation — 212th St - 196th St/Holcomb SP - 16 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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: 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 17EVH Preservation — 212th St - 196th St/Holcomb SP - 17 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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). 18EVH Preservation — 212th St - 196th St/Holcomb SP - 18 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses (March 20, 2023 Kent Special Provision) The City has obtained the following: Noise variance for nighttime work where listed in 1-07.23. Des Moines, WA tamer SECTION 1-07.7 IS SUPPLEMENTED WITH THE FOLLOWING: (March 13, 1995, WSDOT GSP) 1-07.7 Load Limits 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) 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)A 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. 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." 20EVH Preservation — 212th St - 196th St/Holcomb SP - 20 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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, 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 21EVH Preservation — 212th St - 196th St/Holcomb SP - 21 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 16%: 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. 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. 22EVH Preservation — 212th St - 196th St/Holcomb SP - 22 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 CUR 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 (TCS) 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). 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 23EVH Preservation — 212th St - 196th St/Holcomb SP - 23 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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. 24EVH Preservation — 212th St - 196th St/Holcomb SP - 24 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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. 25EVH Preservation — 212th St - 1961h St/Holcomb SP - 25 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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 26EVH Preservation — 212th St - 196th St/Holcomb SP - 26 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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 27EVH Preservation — 212th St - 1961h St/Holcomb SP - 27 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. • 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. 28EVH Preservation — 212th St - 196th St/Holcomb SP - 28 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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 29EVH Preservation — 212th St - 196th St/Holcomb SP - 29 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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 30EVH Preservation — 212th St - 196th St/Holcomb SP - 30 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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 NWRegionOEOC-:Owsdot.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 31EVH Preservation — 212th St - 1961h St/Holcomb SP - 31 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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 32EVH Preservation — 212th St - 196th St/Holcomb SP - 32 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. • 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). 33EVH Preservation — 212th St - 196th St/Holcomb SP - 33 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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; (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 34EVH Preservation — 212th St - 196th St/Holcomb SP - 34 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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: (July 25, 2022 WSDOT GSP) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised July 5, 2022 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 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. 35EVH Preservation — 212th St - 196th St/Holcomb SP - 35 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 1-07.23(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1.07.23(1) Construction Under Traffic (March 5, 2023 Kent Special Provision) 1. Access shall be maintained for all driveways all time during construction. 2. 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. 3. The Contractor shall not have the sidewalks on both sides of the street under construction at the same time. Sidewalk and curb ramp construction shall be staged to provide pedestrian access on one side of the street at all times. 4. The Contractor shall notify the Engineer, in writing, a minimum of 3 working days prior to any lane closures. Lane Restrictions The Contractor may close the northbound outside lane from 9:00 a.m. to 5:00 p.m., Monday through Friday, or the southbound outside lane from 7:00 a.m. to 2:00 p.m., Monday through Friday. The Contractor may close two lanes at the following times: Southbound lanes Northbound lanes Monday - Friday 7 PM to 5 AM Monday - Friday 8 PM to 6 AM The proposed traffic control plans allow the contractor to perform planing and paving work closing one direction of travel at a time and routing the other direction into a single lane. Planing and paving work will only be permitted during the following hours: West side closure (With one northbound travel lane open to traffic) Monday - Friday 8 PM to 6 AM East side closure (With one southbound travel lane open to traffic) Monday - Friday 7 PM to 5 AM Railroad Notification Railway lookout services will be required whenever the Contractor's work activities are located over or under of and within twenty-five (25) feet measured horizontally from centerline of the track. This work shall be completed in six of less working days. The Contractor shall contact the BNSF Roadmaster a minimum of seven (7) calendar days prior to needing lookout services. 36EVH Preservation - 212th St - 196th St/Holcomb SP - 36 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 BNSF Roadmaster Gregory Murphy Gregory.Murphy@BNSF.com 360.815.4643 84t" BNSF Railspur Location Information: DOT# 085623U Lat. 47.413229, Long -122.228054 Seattle Subdivision If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in the closure hours. Lane closures or roadway closures are not allowed on any of the following, which shall take precedence over the allowable hours of lane closures above: 1. A holiday, 2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or Monday are considered a holiday weekend. A holiday weekend includes Saturday, Sunday, and the holiday. 3. After 12:00 p.m. (noon) on the day prior to a holiday or holiday weekend. 4. From midnight through noon the day following a holiday or holiday weekend. Construction Vehicles Construction vehicles using a closed traffic lane shall travel only in the normal direction of traffic flow unless expressly allowed in an approved traffic control plan. Construction vehicles shall be equipped with flashing or rotating amber lights, and in operation when in the work zone. Controlled Access No special access or egress will be allowed the Contractor other than normal legal movements or as shown in the Plans. Public Notification The Contractor shall furnish and install information signs that provide advance notification of lane(s) closure, a minimum of seven (7) calendar days prior to the closure. PCMS may be used for this notice. Sign locations, and messages, shall be as provided to the Engineer for approval. 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. 37EVH Preservation — 212th St - 196th St/Holcomb SP - 37 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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. 38EVH Preservation — 212th St - 196th St/Holcomb SP - 38 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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 39EVH Preservation — 212th St - 196th St/Holcomb SP - 39 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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: 40EVH Preservation — 212th St - 196th St/Holcomb SP - 40 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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 APWA GSP) Section 1-09.9(1) content and title is deleted and replaced with the following: Vacant 41EVH Preservation — 212th St - 196th St/Holcomb SP - 41 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 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 https://www.esc.org 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/training 42EVH Preservation - 212th St - 196th St/Holcomb SP - 42 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Integrity Safety 13912 NE 20th Ave. Vancouver, WA 98686 (360) 574-6071 https://www.inteciritysafety.com US Safety Alliance (904) 705-5660 https://www.ussafetyaIliance.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 43EVH Preservation — 212th St - 196th St/Holcomb SP - 43 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Contact: Nancy King 811 Roanoke Street Seattle WA 98102 Phone: (206) 720-3021 Email: Nancy.king@wsp.wa.gov 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 BY ADDING 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 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 44EVH Preservation — 212th St - 1961h St/Holcomb SP - 44 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. 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." 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. 45EVH Preservation — 212th St - 196th St/Holcomb SP - 45 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description (March 20, 2023 Kent Special Provision) 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 (March 20, 2023 Kent Special Provision) 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 (March 20, 2023 Kent Special Provision) In removing pavement, sidewalks, and curbs the Contractor shall: 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. 46EVH Preservation — 212th St - 1961h St/Holcomb SP - 46 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 When Pavement Surface Integrity is to be Maintained (March 20, 2023 Kent Special Provision) 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. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment (March 20, 2023 Kent Special Provision) 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 square yard for "Remove Existing Asphalt Concrete Pavement" constitutes complete compensation for all labor, materials, tools, supplies and equipment required to remove existing asphalt from sidewalk for a depth of 4 inches, and from roads for a depth of 12 inches. Included in this price 47EVH Preservation — 212th St - 196th St/Holcomb SP - 47 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 12 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 12 inches = quantity For example, if the Contractor encounters pavement to be removed which is 14 inches thick and 100 square yards then the quantity would be: 14 100 SY x 12 = 117 S.Y. No other compensation shall be allowed. The unit contract price per square yard for "Remove Cement Concrete Sidewalk" 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 sidewalk as shown on the plans and described in the specifications. The unit contract price per lineal foot for "Remove Cement Concrete Curb and Gutter" 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 curb and gutter as shown on the plans and described in the specifications. 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. The unit price contract price per lineal foot for "Saw Cut Existing Asphalt Concrete Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing pavement to a depth of 12 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 12 inches, it shall be paid according to the following formula: actual depth in inches (square yards) x 12 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 14 inches thick and 100 linear feet then the quantity would be: 14 100' x 12 = 117 S.Y. No other compensation shall be allowed. 48EVH Preservation — 212th St - 196th St/Holcomb SP - 48 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. The unit price contract price per lineal foot for "Saw Cut Existing Cement Concrete Pavement" constitutes complete compensation for all materials, labor and equipment required to saw cut existing sidewalk or cement concrete gutter including cement concrete reinforced with rebar to a depth of 8 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 10 inches, it shall be paid according to the following formula: actual depth in inches (length) x 10 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 12 inches thick and 100 linear feet then the quantity would be: 12 length x 10 = 120 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. The unit contract price per lineal foot for "Remove and Dispose of Existing 12 Inch Diameter AC Sewer Pipe" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to characterize, remove and dispose of the asbestos-cement (AC) pipe in order to replace this failing pipe and make connections to existing manholes. The bid price includes but is not limited to: characterize the pipe to determine if the water main is asbestos-cement; excavation; cut and cap the open ends of the remaining pipe; furnishing the backfill; backfilling and cleanup. The bid price shall also include all jurisdictional regulations, permits; containment; proper asbestos handling material; backfilling; transportation and disposal; approvals; and all requirements thereof. It is anticipated that the AC pipe is 12-inch diameter pipe but this bid item shall include AC pipe of any size that is encountered during construction. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 49EVH Preservation - 212th St - 196th St/Holcomb SP - 49 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 2-03.3(7)C Contractor-Provided Disposal Site (March 20, 2023 Kent Special Provision) The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests (March 20, 2023 Kent Special Provision) Maximum density will be determined by the Modified Proctor Method ASTM D- 1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION 2-06.3 Construction Requirements SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing (March 20, 2023 Kent Special Provision) 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall loosen (or excavate and remove), and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. 50EVH Preservation — 212th St - 196th St/Holcomb SP - 50 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment (March 20, 2023 Kent Special Provision) The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement (March 20, 2023 Kent Special Provision) 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 his 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. SECTION 2-07.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-07.5 Payment (March 20, 2023 Kent Special Provision) All costs associated with watering shall be considered incidental to the "HMA Class 1/2", PG 58V-22" bid item. 51EVH Preservation — 212th St - 196th St/Holcomb SP - 51 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 4-03 GRAVEL BORROW 4-03.1 Description (March 20, 2023 Kent Special Provision) New Section This work shall consist of constructing one or more layers of gravel borrow upon a prepared subgrade in accordance with these specifications and in conformity with the lines, grades, depths, and typical cross-section shown in the plans or as established by the Engineer. 4-03.2 Materials (March 20, 2023 Kent Special Provision) New Section Materials shall meet the minimum requirements of the following section in the Kent Special Provisions: Gravel Borrow ................... 9-03.14(1) 4-03.3 Construction Requirements (March 20, 2023 Kent Special Provision) New Section Gravel borrow shall be uniformly spread upon the prepared subgrade to the depth, width, and cross-sections shown in the plans. Construction methods used shall meet the appropriate requirements of Section 4-04.3. 4-03.4 Measurement (March 20, 2023 Kent Special Provision) New Section Gravel borrow will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. 4-03.5 Payment (March 20, 2023 Kent Special Provision) New Section Payment will be made in accordance with Section 1-04.1, for the following bid item when they are included in the Proposal: 52EVH Preservation — 212th St - 196th St/Holcomb SP - 52 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 The unit contract price per ton for "Gravel Borrow, Includina Haul and Compaction" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the gravel borrow as shown on the plans and described in the specifications. This item shall be used for roadway subbase, backfill for water, storm sewer, electrical conduit trenches, and other excavation backfill and compaction unless otherwise noted. 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade (March 20, 2023 Kent Special Provision) The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction (March 20, 2023 Kent Special Provision) Surfacing shall be compacted in depths not to exceed 6 inches except top course shall not exceed 2 inches unless otherwise directed. Density shall be at least 95 percent of maximum density per ASTM D-1557 using a nuclear gauge. Compaction of each layer must be approved by the Engineer before the next succeeding layer of surfacing or pavement is placed thereon. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements (March 20, 2023 Kent Special Provision) The Contractor is solely responsible for any delays or additional costs incurred as a result of placing ballast or succeeding courses of surfacing materials before approval to proceed is received from the Engineer. 53EVH Preservation — 212th St - 1961h St/Holcomb SP - 53 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment (March 20, 2023 Kent Special Provision) "Crushed Surfacing Top Course, 5/8 Inch Minus" The unit contract price per ton for the above constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to haul, place, finish grade, and compact the material as shown on the plans and described in the specifications. This bid item also includes proof rolling at the locations shown on the plans or as directed by the Engineer. These items shall also be used for roadway or driveway remedial work or patching as requested by the Engineer. Quantities used for pipe zone bedding shall be measured and paid separately under the appropriate bid item. 54EVH Preservation — 212th St - 196th St/Holcomb SP - 54 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-02 BITUMINOUS SURFACE TREATMENT SECTION 5-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-02.5 Payment (March 20, 2023 Kent Special Provision) Anti-stripping additive shall be included in the price of asphalt (grade) per ton. The quantity of asphalt material shall not be reduced by the quantity of anti- stripping additive. 5-04 HOT MIX ASPHALT SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: 5-04.1 Description (February 1, 2023 Kent Special Provisions) This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming. HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials (February 1, 2023 Kent Special Provisions) Materials shall meet the requirements of the following sections: 55EVH Preservation — 212th St - 196th St/Holcomb SP - 55 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Portland Cement 9-01 Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation test data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications. The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted. The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA. Production of aggregates shall comply with the requirements of Section 3-01. Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02. ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 11 million. 56EVH Preservation — 212th St - 196th St/Holcomb SP - 56 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 5-04.2(1) How to Get an HMA Mix Design on the QPL (February 1, 2023 Kent Special Provisions) If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), comply with each of the following: • Develop the mix design in accordance with WSDOT SOP 732. • Develop a mix design that complies with Sections 9-03.8(2) and 9- 03.8(6). • Develop a mix design no more than 6 months prior to submitting it for QPL evaluation. • Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form 350-042. • Include representative samples of the materials that are to be used in the HMA production as part of the mix design submittal. • Identify the brand, type, and percentage of anti-stripping additive in the mix design submittal. • Include with the mix design submittal a certification from the asphalt binder supplier that the anti-stripping additive is compatible with the crude source and the formulation of asphalt binder proposed for use in the mix design. • Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for obtaining approval for listing a mix design on the QPL. Refer to Section 5-04.2(2)B. The Contracting Agency's basis for approving, testing, and evaluating HMA mix designs for approval on the QPL is dependent on the contractual basis for acceptance of the HMA mixture, as shown in Table 1. Table 1 Basis for Contracting Agency Evaluation of HMA Mix Designs for Approval on the QPL Contractual Basis for Basis for Contracting Contracting Agency Acceptance of HMA Agency Approval of Materials Testing for Mixture Mix Design for Evaluation of the Mix [see Section Placement on QPL Design 5-04.3 9 Statistical Evaluation WSDOT Standard The Contracting Agency will Practice QC-8 test the mix design materials for compliance with Sections 9-03.8 2 and 9-03.8 6 . Visual Evaluation Review of Form 350-042 The Contracting Agency may for compliance with elect to test the mix design Sections 9-03.8(2) and materials, or evaluate in 9-03.8(6) accordance with WSDOT Standard Practice QC-8, at its sole discretion. 57EVH Preservation — 212th St - 196th St/Holcomb SP - 57 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 If the Contracting Agency approves the mix design, it will be listed on the QPL for 12 consecutive months. The Contracting Agency may extend the 12 month listing provided the Contractor submits a certification letter to the Qualified Products Engineer verifying that the aggregate source and job mix formula (JMF) gradation, and asphalt binder crude source and formulation have not changed. The Contractor may submit the certification no sooner than three months prior to expiration of the initial 12 month mix design approval. Within 7 calendar days of receipt of the Contractor's certification, the Contracting Agency will update the QPL. The maximum duration for approval of a mix design and listing on the QPL will be 24 months from the date of initial approval or as approved by the Engineer. 5-04.2(1)A Vacant 5-04.2(2) Mix Design — Obtaining Project Approval (February 1, 2023 Kent Special Provisions) No paving shall begin prior to the approval of the mix design by the Engineer. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below. • The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp and signature) of a valid licensed Washington State Professional Engineer. • The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one year of the approval date. The mix design shall be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO: resource proficiency sample program. Mix designs for HMA accepted by Nonstatistical evaluation shall; 58EVH Preservation — 212th St - 196th St/Holcomb SP - 58 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-03.8(6). Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing. At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design approval is not required. For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL's) specified herein. 5-04.2(2)B Using Warm Mix Asphalt Processes (February 1, 2023 Kent Special Provisions) The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and foaming processes. The use of Additives is subject to the following: • Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6) in the production of mixtures. • Before using additives, obtain the Engineer's approval using WSDOT Form 350- 076 to describe the proposed additive and process. 5-04.3 Construction Requirements 5-04.3(1) Weather Limitations (February 1, 2023 Kent Special Provisions) Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 315t of the following year without written concurrence from the Engineer. 59EVH Preservation — 212th St - 196th St/Holcomb SP - 59 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA. Minimum Surface Temperature for Paving Compacted Thickness Wearing Course Other Courses (Feet) Less than 0.10 55-F 45-F 0.10 to 0.20 45-F 35-F More than 0.20 35-F 35-F 5-04.3(2) Paving Under Traffic (February 1, 2023 Kent Special Provisions) When the Roadway being paved is open to traffic, the requirements of this Section shall apply. The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and compact the mixture. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic. Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route. During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23. All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract. 5-04.3(3) Equipment 5-04.3(3)A Mixing Plant (February 1, 2023 Kent Special Provisions) Plants used for the preparation of HMA shall conform to the following requirements: 1. Equipment for Preparation of Asphalt Binder - Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or 60EVH Preservation — 212th St - 1961h St/Holcomb SP - 60 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to the mixer. 2. Thermometric Equipment - An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator. 3. Heating of Asphalt Binder - The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials - The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA - The HMA plant shall provide for sampling HMA by one of the following methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the hauling vehicle. 5-04.3(3)B Hauling Equipment (February 1, 2023 Kent Special Provisions) Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA. The Contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not 61EVH Preservation — 212th St - 196th St/Holcomb SP - 61 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 be used. For live bed trucks, the conveyer shall be in operation during the process of applying the release agent. 5-04.3(3)C Pavers (February 1, 2023 Kent Special Provisions) HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans. The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and any equipment that has been retrofitted. The screed shall be operated in accordance with the manufacturer's recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. Acopy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions without augers and an internally heated vibratory screed shall not be used in the Traveled Way. When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross- section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor. The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories necessary for satisfactory operation of the automatic control equipment. If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thoroughly removed before paving proceeds. 62EVH Preservation — 212th St - 196th St/Holcomb SP - 62 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle (February 1, 2023 Kent Special Provisions) This project requires the use of MTD/V when placing wearing course of the pavement section used in traffic lanes of 84t" Ave (EVH). However, an MTD/V is not required for pavement repair below the 2" grind. A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer's approval, unless otherwise required by the contract. Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is due. When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer. To be approved for use, an MTV: 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. To be approved for use, an MTD: 1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 5-04.3(3)E Rollers (February 1, 2023 Kent Special Provisions) Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer's recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to 63EVH Preservation — 212th St - 196th St/Holcomb SP - 63 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used. 5-04.3(4) Preparation of Existing Paved Surfaces (February 1, 2023 Kent Special Provisions) When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer. Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer. Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer. Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer. A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall be equipped with a thermometer to indicate the temperature of the tack coat material. Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor's operation damages the tack coat it shall be repaired prior to placement of the HMA. The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS- 1h emulsified asphalt may be diluted once with water at a rate not to exceed one part water to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it may be applied uniformly at the specified rate of 64EVH Preservation — 212th St - 1961h St/Holcomb SP - 64 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-04.3(4)A Vacant (February 1, 2023 Kent Special Provisions) 5-04.3(4)B Vacant (February 1, 2023 Kent Special Provisions) 5-04.3(4)C Pavement Repair (February 1, 2023 Kent Special Provisions) The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field. The Contractor shall conduct the excavation operations in a manner that will protect the pavement that is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer. Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth of 1.0 feet. The Engineer will make the final determination of the excavation depth required. The minimum width of any pavement repair area shall be 40 inches unless shown otherwise in the Plans. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder. Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21. Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack coat shall be applied to all surfaces of existing pavement in the pavement repair area. Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper or a roller. 65EVH Preservation — 212th St - 196th St/Holcomb SP - 65 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 5-04.3(5) Producing/Stockpiling Aggregates and RAP (February 1, 2023 Kent Special Provisions) Aggregates and RAP shall be stockpiled according to the requirements of Section 3- 02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant. 5-04.3(5)A Vacant (February 1, 2023 Kent Special Provisions) 5-04.3(6) Mixing (February 1, 2023 Kent Special Provisions) After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials is ensured. When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer. Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the storage facility, except as the storage facility is being emptied at the end of the working shift. Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. 66EVH Preservation — 212th St - 196th St/Holcomb SP - 66 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured. 5-04.3(7) Spreading and Finishing (February 1, 2023 Kent Special Provisions) The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following: HMA Class 1" wearing course/final lift 0.17 feet other courses 0.35 feet HMA Class 3/4" and HMA Class 1/2" wearing course/final lift 0.17 feet other courses 0.25 feet HMA Class 3/8" 0.17 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finishing equipment impractical, the paving may be done with other equipment or by hand. When more than one IMF is being utilized to produce HMA, the material produced for each IMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from more than one IMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single IMF established for the class of HMA specified unless there is a need to make an adjustment in the IMF. Reference Section 8-20.3(14)C of the Kent Special Provisions for the placement of traffic signal detection loops. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA (February 1, 2023 Kent Special Provisions) For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer. 5-04.3(9) HMA Mixture Acceptance (February 1, 2023 Kent Special Provisions) 67EVH Preservation — 212th St - 1961h St/Holcomb SP - 67 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified. Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The mix design will be the initial IMF for the class of HMA. The Contractor may request a change in the IMF. Any adjustments to the IMF will require the approval of the Engineer and may be made in accordance with this section. HMA Tolerances and Adjustments 1. Job Mix Formula Tolerances - The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved IMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved IMF. Aggregate Percent Passing Non-Statistical Commercial Evaluation Evaluation 1" 3/4" 1/2" and 3/8" sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9- 03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)D2. 68EVH Preservation — 212th St - 196th St/Holcomb SP - 68 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 2. Job Mix Formula Adjustments - An adjustment to the aggregate gradation or asphalt binder content of the IMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates -2 percent for the aggregate passing the 11/2", 1", 3/4", 1/2", 3/s", and the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content - The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent 5-04.3(9)A Vacant (February 1, 2023 Kent Special Provisions) 5-04.3(9)B Vacant (February 1, 2023 Kent Special Provisions) 5-04.3(9)C Mixture Acceptance - Nonstatistical Evaluation (February 1, 2023 Kent Special Provisions) HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots. 5-04.3(9)C1 Mixture Nonstatistical Evaluation - Lots and Sublots (February 1, 2023 Kent Special Provisions) A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons. All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. 69EVH Preservation — 212th St - 196th St/Holcomb SP - 69 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Sampling and testing for evaluation shall be performed on the frequency of one sample per sublot. 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling (February 1, 2023 Kent Special Provisions) Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASHTO T 168. A minimum of three samples should be taken for each class of HMA placed on a project. If used in a structural application, at least one of the three samples shall to be tested. Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three samples will be tested for conformance to the JMF: • If the test results are found to be within specification requirements, additional testing will be at the Engineer's discretion. • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5-04.3(9)C3 Mixture Nonstatistical Evaluation — Acceptance Testing (February 1, 2023 Kent Special Provisions) Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will use WSDOT SOP 731. Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 5-04.3(9)C4 Mixture Nonstatistical Evaluation — Pay Factors (February 1, 2023 Kent Special Provisions) For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors: 70EVH Preservation — 212th St - 196th St/Holcomb SP - 70 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 11/2", 1", 3/4", 1/2", 3/8" and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three sets of results for evaluation. 5-04.3(9)C5 Vacant 5-04.3(9)C6 Mixture Nonstatistical Evaluation — Price Adjustments (February 1, 2023 Kent Special Provisions) For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor(CPF). 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests (February 1, 2023 Kent Special Provisions) The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a written request within 7 calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation 71EVH Preservation — 212th St - 196th St/Holcomb SP - 71 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract at the rate of $500 per sample. 5-04.3 (9)D Mixture Acceptance — Commercial Evaluation (February 1, 2023 Kent Special Provisions) If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one or more constituents fall outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor(CPF). 5-04.3(10) HMA Compaction Acceptance (February 1, 2023 Kent Special Provisions) HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density. 72EVH Preservation — 212th St - 196th St/Holcomb SP - 72 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge or roadway cores after completion of the finish rolling. If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic. Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4- inches minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166. If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the Contractor in the presence of the Engineer on the same day the mix is placed and at locations designated by the Engineer. If the Contract does not include the Bid item 'Roadway Core" the Contracting Agency may obtain the cores. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. Test Results For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot. When cores are taken by the Contracting Agency at the request of the Contractor, they shall be requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or 73EVH Preservation — 212th St - 1961h St/Holcomb SP - 73 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 that may become due the Contractor under the Contract at the rate of $200 per core and the Contractor shall pay for the cost of the traffic control. 5-04.3(10)A HMA Compaction — General Compaction Requirements (February 1, 2023 Kent Special Provisions) Compaction shall take place when the mixture is in the proper condition so that no undue displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that shall be immediately compacted to conform to the surrounding area. The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor's option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks. 5-04.3(10)B HMA Compaction — Cyclic Density (February 1, 2023 Kent Special Provisions) Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or more density readings below 90 percent of the theoretical maximum density. 5-04.3(10)C Vacant (February 1, 2023 Kent Special Provisions) 5-04.3(10)D HMA Nonstatistical Compaction 5-04.3(10)D1 HMA Nonstatistical Compaction — Lots and Sublots (February 1, 2023 Kent Special Provisions) HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing performed by the Contracting Agency dividing the project into compaction lots. 74EVH Preservation — 212th St - 196Ih St/Holcomb SP - 74 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738. The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material conforming to the Specifications can be produced. HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving. HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer. 5-04.3(1O)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing (February 1, 2023 Kent Special Provisions) The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from within each sublot, with one test per sublot. 5-04.3(1O)D3 HMA Nonstatistical Compaction — Price Adjustments (February 1, 2023 Kent Special Provisions) For each compaction lot with one or two sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three tests for evaluation. For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 75EVH Preservation — 212th St - 196th St/Holcomb SP - 75 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General (February 1, 2023 Kent Special Provisions) Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval. 5-04.3(11)B Rejection by Contractor (February 1, 2023 Kent Special Provisions) The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material. Any such new material will be sampled, tested, and evaluated for acceptance. 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) (February 1, 2023 Kent Special Provisions) The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed. No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal. 76EVH Preservation — 212th St - 196th St/Holcomb SP - 76 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 5-04.3(11)D Rejection - A Partial Sublot (February 1, 2023 Kent Special Provisions) In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)E Rejection - An Entire Sublot (February 1, 2023 Kent Special Provisions) An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples from this sublot will be obtained. These additional samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2). 5-04.3(11)F Rejection - A Lot in Progress (February 1, 2023 Kent Special Provisions) The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced: 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or 3. When either the PH for any constituent or the CPF of a lot in progress is less than 0.75. 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) (February 1, 2023 Kent Special Provisions) An entire lot with a CPF of less than 0.75 will be rejected. 5-04.3(12) Joints 5-04.3(12)A HMA Joints 5-04.3(12)A1 Transverse Joints 77EVH Preservation — 212th St - 196th St/Holcomb SP - 77 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 (February 1, 2023 Kent Special Provisions) The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving. The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint. S-04.3(12)A2 Longitudinal Joints (February 1, 2023 Kent Special Provisions) The longitudinal joint in any one course shall be offset from the course immediately below by not more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than 1/2 of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. S-04.3(13) Surface Smoothness (February 1, 2023 Kent Special Provisions) The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary more than 1/8 inch from the lower edge of a 10- foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than 1/4 inch in 10 feet from the rate of transverse slope shown in the Plans. When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one of the following methods: 78EVH Preservation — 212th St - 196th St/Holcomb SP - 78 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer. Correction of defects shall be carried out until there are no deviations anywhere greater than the allowable tolerances. Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found. When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This requirement may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving. Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving. 5-04.3(14) Planing (Milling) Bituminous Pavement (February 1, 2023 Kent Special Provisions) The planing plan must be approved by the Engineer and a pre planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing submittals. Planing operations shall be performed no more than 7 calendar days ahead of the time the planed area is to be paved, unless otherwise allowed by the Engineer in writing. Locations of existing surfacing to be planed are as shown in the Drawings. Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay. Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the planer on the final wearing course of new HMA. Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must 79EVH Preservation — 212th St - 196th St/Holcomb SP - 79 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor's planing equipment, using an Engineer approved method. Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer. A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer. A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement. After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract, patched and preleveled. The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-04.3(14)A. 5-04.3(14)A Pre-Planing Metal Detection Check (February 1, 2023 Kent Special Provisions) Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects. Should such metal be identified, promptly notify the Engineer. See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement. The Contractor is solely responsible for any damage to equipment resulting from the Contractor's failure to conduct a pre-planing metal detection survey, or from the Contractor's failure to notify the Engineer of any hidden metal that is detected. 5-04.3(14)B Paving and Planing Under Traffic 5-04.3(14)B1 General (February 1, 2023 Kent Special Provisions) 80EVH Preservation — 212th St - 196Ih St/Holcomb SP - 80 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following: 1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Traffic Engineer. Each individual intersection closure or partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof. C. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23. 3. Permanent pavement marking must comply with Section 8-22. S-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan (February 1, 2023 Kent Special Provisions) The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least 5 Working Days in advance of each operation's activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is shown. 81EVH Preservation — 212th St - 196th St/Holcomb SP - 81 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at the briefing. When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed. At a minimum, the planing and the paving plan must include: 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day's traffic control as it relates to the specific requirements of that day's planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day's planing, and paving. 2. A copy of each intersection's traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving. 6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day's work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordination to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations. 5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing (February 1, 2023 Kent Special Provisions) At least 2 Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day's operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck 82EVH Preservation — 212th St - 196th St/Holcomb SP - 82 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 operations, Metro transit operations and working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day's operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to: 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers. C. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who may operate in the Project Site. d. Notifications required of Contractor activities, and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planing and to paving. f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed. g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planing, see Section 5-04.3(14)B2. h. Description of how flaggers will be coordinated with the planing, paving, and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j. Other items the Engineer deems necessary to address. 2. Paving - additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type of equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type of equipment as it relates to meeting Specification requirements. C. Number of JMFs to be placed, and if more than one IMF how the Contractor will ensure different IMFs are distinguished, how pavers and MTVs are distinguished if more than one IMF is being placed at the time, and how pavers and MTVs are cleaned so that one IMF does not adversely influence the other IMF. d. Description of contingency plans for that day's operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing. 83EVH Preservation — 212th St - 1961h St/Holcomb SP - 83 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 5-04.3(15) Vacant (February 1, 2023 Kent Special Provisions) 5-04.3(16) HMA Road Approaches (February 1, 2023 Kent Special Provisions) HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engineer. The Work shall be performed in accordance with Section 5- 04. 5-04.4 Measurement (March 20, 2023 Kent Special Provision) HMA Cl.1/2" PG 58V-22 will be measured by the ton in accordance with Section 1- 09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed will not be measured. Roadway cores will be measured per each for the number of cores taken. Preparation of untreated roadway will be measured by the mile once along the centerline of the main line Roadway. No additional measurement will be made for ramps, Auxiliary Lanes, service roads, Frontage Roads, or Shoulders. Measurement will be to the nearest 0.01 mile. Soil residual herbicide will be measured by the mile for the stated width to the nearest 0.01 mile or by the square yard, whichever is designated in the Proposal. Pavement repair excavation will be measured by the square yard of surface marked prior to excavation. Asphalt for prime coat will be measured by the ton in accordance with Section 1- 09.2. Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, whichever is designated in the Proposal. Asphalt for fog seal will be measured by the ton, as provided in Section 5-02.4. Longitudinal joint seals between the HMA and cement concrete pavement will be measured by the linear foot along the line and slope of the completed joint seal. Planing bituminous pavement will be measured by the square yard. Measurement shall be made upon actual square yards planed/grind, regardless of the full planing capacity of the equipment used. Planing Bituminous Pavement, 2 Inch Thick shall include all the entire overlay area. Additional Planing Bituminous Pavement shall include all areas identified on the plans or where the engineer identified the need 84EVH Preservation — 212th St - 196th St/Holcomb SP - 84 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 for additional grinding (resulting in a total planing depth of four inches). 5-04.5 Payment (March 20, 2023 Kent Special Provision) Payment will be made for each of the following Bid items that are included in the Proposal: "HMA Class 1/2", PG 58V-22" "HMA Class 1/2" for Full Width Overlay, PG 58V-22" The unit Contract price per ton for the above items shall be full compensation for all costs, including anti-stripping additive, incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in this Subsection and which are included in the Proposal. This work shall include the cost to install an asphalt thickened edge and/or the pre-leveling work in the areas identified on the plans. The cost for water shall be included in this bid item. HMA Class 1/2" for Full Width Overlay, PG 58V-22 shall be used to pay for the two inches (0.17 feet) of wearing course/final lift of the overlay, all other HMA shall be paid for under HMA Class 1/2", PG 58V-22. The unit contract price per ton for "Hot Plant Mix for Temporary Pavement Patch" shall be full pay for all costs of material, labor, tools, supplies and equipment necessary for furnishing, installing, maintaining, removing and disposing of hot plant mix as required to provide temporary roadway patching of pavement at the locations as specified herein and as directed by the Engineer. "Planing Bituminous Pavement, 2" Thick" "Planing Bituminous Pavement, 8" Thick" The unit contract price per square yard for the above items shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14). This includes but is not limited to complete compensation for all materials, tools, equipment and labor necessary or incidental to plane/grind the thickness specified on the plans, clean, sweep, haul, stockpile or dispose of the asphalt concrete pavement as specified on the plans or as directed by the Engineer. No additional cost compensation shall be made for cold mix material to provide a temporary transition from planed areas to existing pavement. The areas of planing shown on the plans may be modified by the Engineer based on the condition of the existing pavement. The unit contract price per force account for "BNSF Flagging" shall be full compensation for hiring a BNSF flagger to complete all work shown in the plans and described in the specification within twenty five (25) feet of any BNSF track. This body of work described in this bid item shall be completed in no more than six (6) working days per Section 1.07.23(1) of these specifications. This bid item shall include payment of BNSF flagging services to be paid for by the contractor. Flagging required after six working days shall be paid for by the contractor at no expense to the City. Temporary traffic control shall be paid for under the appropriate bid items and shall not be included in the costs for this bid item. 85EVH Preservation — 212th St - 196Ih St/Holcomb SP - 85 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 (January 2, 2018) Asphalt Cost Price Adjustment The Contracting Agency will make an Asphalt Cost Price Adjustment, either a credit or a payment, for qualifying changes in the reference cost of asphalt binder. The adjustment will be applied to partial payments made according to Section 1-09.9 for the following bid items when they are included in the proposal: "HMA Cl. PG " "HMA for Approach Cl. PG " "HMA for Preleveling Cl. PG " "HMA for Pavement Repair Cl. PG if "Commercial HMA" The adjustment is not a guarantee of full compensation for changes in the cost of asphalt binder. The Contracting Agency does not guarantee that asphalt binder will be available at the reference cost. The Contracting Agency will establish the asphalt binder reference cost twice each month and post the information on the Agency website at: http://www.wsdot.wa.gov/Business/Construction/EscalationCla uses.htm The reference cost will be determined using posted prices furnished by Poten & Partners, Inc. If the selected price source ceases to be available for any reason, then the Contracting Agency will select a substitute price source to establish the reference cost. The base cost established for this contract is the reference cost posted on the Agency website with an effective date immediately preceding the bid opening date. Adjustments will be based on the most current reference cost for Western Washington or Eastern Washington as posted on the Agency website, depending on where the work is performed. For work completed after all authorized working days are used, the adjustment will be based on the posted reference cost during which contract time was exhausted. The adjustment will be calculated as follows: No adjustment will be made if the reference cost is within 5% of the base cost. If the reference cost is greater than or equal to 105% of the base cost, then Adjustment = (Current Reference Cost - (1.05 x Base Cost)) x (Q x 0.056). If the reference cost is less than or equal to 95% of the base cost, then Adjustment = (Current Reference Cost - (0.95 x Base Cost)) x (Q x 0.056). Where Q = total tons of all classes of HMA paid in the current month's progress payment. "Asphalt Cost Price Adjustment", by calculation. "Asphalt Cost Price Adjustment" will be calculated and paid for as described in this section. For the purpose of providing a common proposal for all bidders, the 86EVH Preservation — 212th St - 196th St/Holcomb SP - 86 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Contracting Agency has entered an amount in the proposal to become a part of the total bid by the Contractor. 5-05 CEMENT CONCRETE PAVEMENT SECTION 5-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 5-05.3 Construction Requirements (March 20, 2023 Kent Special Provisions) Curing blankets or other method approved by the Engineer shall be used to accelerate curing time where necessary or directed by the Engineer throughout the project. The cement concrete pavement must develop a compressive strength of 2,500 psi prior to opening the cement concrete pavement to traffic. Materials, labor, and equipment used for accelerated curing shall be approved by the Engineer and shall be incidental to bid item "Cement Concrete Pavement - Including Dowels". Reinforced concrete as detailed in the plan is required for non-uniform shaped panels (shown on the jointing plan prepared by the contractor) and panels at the corners of intersection and curves. Reinforcement concrete material/equipment/labors, shall be incidental to bid item ""Cement Concrete Pavement - Including Dowels." The Contractor shall submit an alternate design mix design for high-early-strength cement concrete pavement (24 hour, 1- day, mix to develop a compressive strength of 2500 psi within one day) for approval by the Engineer. The alternate design mix shall allow the concrete pavement to be open for vehicle traffic within one day with a minimum compressive strength of 4,000 psi and shall adhere to all criteria for material submittals herein. The Engineer approved alternate mix for a high-early-strength may be for the construction of cement concrete pavement, cement concrete driveways, cement curb and gutter, cement concrete approaches, and cement concrete sidewalk. All costs associated with any cement concrete mix design development, design submittal, and revisions to the submittal design shall be incidental to bid item "Cement Concrete Pavement - 8 Inch Depth, Including Dowels". The submittal for concrete alternate mix design shall provide the following data: the amount of materials (i.e. cement, sand, aggregates, water), the type and amount of each admixture, and the designated 28-day compressive strength specific to the mix design being submitted. The design compressive strength shall be a minimum of 4,000 psi. 87EVH Preservation — 212th St - 196th St/Holcomb SP - 87 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 5-05.3(4)A Acceptance of Portland Cement Concrete Pavement SECTION 5-05.3(4)A IS REVISED BY DELETING THE FIRST, SECOND, THIRD, AND FOURTH PARAGRAPHS SECTION 5-05.3(4)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: Acceptance of concrete will be on a non-statistical acceptance only. SECTION 5-05.3(8) IS DELETED AND REPLACED BY ADDING THE FOLLOWING: 5-05.3(8) Joints (March 20, 2023 Kent Special Provisions) The Contractor shall provide an isolation joint around all manholes, catch basins, water and gas valves located within the cement concrete pavement limits. Joint spacing and location shall be adjusted in order to pass through manholes, valves and catch basins. See design plans and WSDOT Standard Plans A 40.15 for typical jointing information. No wastewater from the joint sawcut operations shall be released directly to any stream, storm sewer system, or sanitary sewer system. SECTION 5-05.3(8)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-05.3(8)D Isolation Joints (March 20, 2023 Kent Special Provisions) Premolded joint filler in accordance with Section 9-04.1(2) shall be placed as detailed in the Plans through the full depth of the concrete pavement for existing manholes, catch basins, gas and water valves within the concrete pavement. In addition, isolation joints for water valves shall conform to the requirements of Section 7-12.3(2) and shall be at least 18 inches from the center of any valve boxes. 88EVH Preservation - 212th St - 1961h St/Holcomb SP - 88 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 5-05.3(10) IS REVISED BY DELETING THE FIRST AND SECOND PARAGRAPHS AND REPACING WITH THE FOLLOWING; 5-05.3(10) Tie Bars and Corrosion Resistant Dowel Bars (March 20, 2023 Kent Special Provisions) Tie bars shall be placed at all longitudinal contraction and construction joints of all panels within 30 feet of HMA transition. In addition, tie bars shall be installed when concrete Shoulders are placed as a separate operation or when widening existing pavement. Tie bars shall be placed at longitudinal construction joints between lanes of all panels within 30 feet of HMA transition in a manner that the individual bars are located at the required elevation and spaced as shown in the Standard Plans and in a manner that the vertical edge of the concrete is not deformed or otherwise damaged during placement of the bars. Tie bars around the catch basins frame and grate shall be placed in accordance with the WSDOT Standard Plan A-40.15. SECTION 5-05.3(11) IS SUPPLEMENTED WITH THE FOLLOWING: 5-05.3(11) Finishing (March 20, 2023 Kent Special Provisions) The surface finish shall be transverse tining. SECTION 5-05.4 IS REVISED BY DELETING THE THIRD AND FOURTH PARAGRAPH AND SUPPLEMENTED WITH THE FOLLOWING: 5-05.4 Measurement (March 20, 2023 Kent Special Provisions) No measurement will be made for tie bars. SECTION 5-05.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-05.5 Payment (March 20, 2023 Kent Special Provisions) The unit contract price per cubic yard for "Cement Concrete Pavement - Including Dowels" shall be complete compensation for all materials, labor, tools, supplies and equipment necessary for furnishing, installing and finishing the concrete pavement, rebar, bond break material, saw cutting all cement concrete pavement joints as required, as specified 89EVH Preservation — 212th St - 1961h St/Holcomb SP - 89 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 herein and as directed by the Engineer. This bid item also includes furnishing and installing epoxy coated dowel bars and any cost for drilling holes, placing dowel bars with baskets; and all other costs associated with completing the installation of the dowel bars. This bid item also includes furnishing and installing rebar and tie-bars and any cost for drilling holes and all other costs associated with completing the installation of the rebar and tie bars. This bid item also includes removing material used to for temporary driveway access, transitions, and end of daily work transitions, accelerating curing, 24-hour concrete mix, and alternate mix design. 90EVH Preservation — 212th St - 196th St/Holcomb SP - 90 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 DIVISION 7 - DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-01 DRAINS SECTION 7-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.2 Materials (March 20, 2023 Kent Special Provisions) Materials for this project shall meet the requirements of the following sections: Geotextile Fabric ................................................................... 2-12.2 Gravel Backfill for Drains ........................................................ 9-03.12(4) Perforated Polyvinyl Chloride (PVC) Underdrain Pipe ................... 9-05.2(6) SECTION 7-01.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-01.4 Measurement (March 20, 2023 Kent Special Provisions) The linear foot measurement will include the length of the cleanouts. 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials (March 20, 2023 Kent Special Provisions) The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. The Contractor has the option of choosing the material except for those pipes specified on the plans to be a specific material. Reinforced Concrete Pipe (RCP) Class IV ........................ 9-05.7(2) PVCPipe ................................................................ 9-05.12(1) Ductile Iron Pipe Class 50 (Unlined) .............................. 9-05.13 7-04.3 Construction Requirements 7-04.3(1) Cleaning and Testing 91EVH Preservation - 212th St - 196th St/Holcomb SP - 91 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General (March 20, 2023 Kent Special Provisions) All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection (March 20, 2023 Kent Special Provisions) All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. SECTION 7-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.5 Payment (March 20, 2023 Kent Special Provisions) The unit contract price per lineal foot for "Storm Sewer Pipe, 8 Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation; unsuitable material excavation, hauling, dewatering; backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, tees, couplings, gaskets, connection to new or existing storm pipes, catch basins, or ditches, testing, coordination for TV inspection, and additional costs for overtime work when working on weekends. 92EVH Preservation — 212th St - 196th St/Holcomb SP - 92 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3 Construction Requirements (March 20, 2023 Kent Special Provision) Manhole frame and covers shall be cast gray or ductile iron and shall comply with the following Kent Standard Plans as applicable: WSDOT Standard Plan B-30.70 New lids shall read "SEWER" for sanitary sewer or "DRAIN" for storm sewer drain. All shall be bolt down. Catch basin grates and solid covers shall be ductile iron and of the locking type unless indicated otherwise on the plans and shall be in accordance with Kent Standard Plans 5-4 through 5-16 as applicable. ADA Frame and Grate shall conform to WSDOT Standard Plan B-30.15 Alternative 1. Miscellaneous catch basin details shall be in accordance with Kent Standard Plan 5-3. SECTION 7-05.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade (March 20, 2023 Kent Special Provision) All construction in performing adjustments of existing or new utilities shall conform to the WSDOT Standard Specifications, Standard Plans, Kent Standard Plans and the Kent Special Provisions. Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor. The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. If the Contractor neglects to reference utilities prior to paving, and for example causes conflicts with or damage to traffic loops, the Contractor shall be responsible to relocate or replace the traffic loops at no additional cost to the City. No less than 4 inches or greater than 16 inches shall be provided between the top of the cone and the underside of the manhole frame for adjustment to street grade or ground surface. Final elevation and slope of the frame and cover shall conform to the final street surface. All joints in the brick or ring adjustment shall be filled 93EVH Preservation — 212th St - 1961h St/Holcomb SP - 93 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 with grout, and the castings shall be sealed in grout placed on the ring or brick. A 3/8 inch mortar lining shall be installed inside and out of the adjustment section to form a smooth watertight finish. NOTE: The use or presence of wood, asphalt, expansion joint material or other non-approved product for catch basin or manhole adjustment shall be cause for immediate rejection. On asphalt concrete paving and/or asphalt resurfacing projects, manholes, catch basins and similar structures shall not be adjusted until the pavement is completed, at which time the center of each structure shall be relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the cover. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the frame plus two feet. The frame shall be placed on concrete blocks and fully mortared to the desired grade. The base materials and crushed rock shall be removed and Cement Concrete Class 3000 shall be placed so that the entire volume of the excavation and up to within, but not to exceed 1-1/2 inches of the finished pavement surface. Note: casting adjustments shall be made with cementitious materials only. Wood, plastic, iron, aluminum, bituminous or similar materials are prohibited. On the following day, the concrete, the edges of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt concrete shall then be placed and compacted with hand tampers and a patching roller. The completed patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment (March 20, 2023 Kent Special Provision) "Replace Existing Catch Basin Frame and Grate and Adjust to Finished Grade" "Replace Existing Manhole Circular Frame and Cover and Adjust to Finished Grade" "Replace Existing Catch Basin Frame and Grate with ADA Locking Frame and Grate" The unit contract price per each for the above items constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to replace the existing manhole lid, adjusting to the planed grade, and adjusting to final finished grade as shown on the plans and described in the specifications. The unit price bid shall include but not be limited to excavating; dewatering; backfilling; compacting; surface restoration; removing and disposing the existing manhole lid, and providing and installing the new manhole lid. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. Any frames, grates, or risers shall be hauled and disposed 94EVH Preservation — 212th St - 196th St/Holcomb SP - 94 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 of by the Contractor unless deemed salvageable as determined by the Engineer. Reference WSDOT Standard Plan B-30.70-03 for circular frame and cover. The unit contract price per each for "Replace Existing Rectangular Frame and Cover with Round Frame and Cover" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to replace the existing rectangular frame and cover with a round frame and cover per WSDOT Standard Plan B-30.70-03. The unit price bid shall include but not be limited to excavating; dewatering; backfilling; compacting; surface restoration; removing and disposing of the existing manhole lid, providing and installing the new square to round converter, providing and installing the new manhole lid, adjusting to the planed grade, and adjusting to final finished grade. Adjusting the grade by adding or removing risers, grade rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. Any frames, grates, or risers that are removed shall be hauled and disposed of by the Contractor unless deemed salvageable as determined by the Engineer. The unit contract price per each for "Vaned Catch Basin Frame and Grate constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame and cover or grate as shown on the plans and described in the specifications. This price shall also include adjusting the new frame and cover or grate to match final grades. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "Catch Basin, Type 1" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: excavating; dewatering; installing; connecting new or existing pipes, backfilling; compacting; surface restoration; referencing for future locates prior to final overlay; and storm drain stenciling. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials (March 20, 2023 Kent Special Provisions) All pipe shall be of the type and material specified in the bid proposal, shown on the plans or specified herein. All materials used for construction of sanitary sewer and storm drainage systems and appurtenances shall be new and undamaged. All materials used shall be subject to inspection by the City prior to use. The Contractor shall provide the City 95EVH Preservation — 212th St - 196th St/Holcomb SP - 95 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 with shop drawings, manufacturer's specifications and certificates of materials as requested. The materials referred to herein, shall conform to the applicable provisions of the WSDOT Standard Specifications, the Kent Special Provisions and the manufacturer's recommended installation procedures. See the following Sections of the WSDOT Standard Specifications and the Kent Special Provisions: Hot Mix Asphalt............................................... 5-04.2 Cement Concrete Pavement.............................. 5-05.2 Culvert Pipe.................................................... 7-02.2 Storm Sewers ................................................. 7-04.2 Manholes, Inlets and Catch Basins ..................... 7-05.2 Sanitary Sewer ............................................... 7-17.2 Side Sewers.................................................... 7-18.2 Crushed Surfacing ........................................... 9-03.9(3) Gravel Backfill for Pipe Zone Bedding ................. 9-03.12(3) Gravel Borrow................................................. 9-03.14(1) Foundation Material Class I and II...................... 9-03.17 Bank Run Gravel for Trench Backfill ................... 9-03.19 7-08.3 Construction Requirements SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches (March 20, 2023 Kent Special Provisions) If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub- surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. Pump shutdown shall be accomplished in an approved gradual manner. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. 96EVH Preservation — 212th St - 196th St/Holcomb SP - 96 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1. Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage, as determined by the Engineer to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. Excavation of the unsuitable material shall be considered as trench excavation. The unsuitable material shall be disposed of by the Contractor. Backfill unsuitable material excavations with Foundation Material Class I or II meeting the requirements of Section 9-03.17 of the Kent Special Provisions with the class called for in the bid proposal, on the plans or by the Engineer in the field. Trench excavation shall include the required pavement removal for construction of the trench. See Section 2-02.3(3) of the Kent Special Provisions. SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe (March 20, 2023 Kent Special Provisions) Bedding shall be placed in accordance with Standard Plan B-55.20-00. Bedding material shall be in accordance with Section 9-03.12(3) of the Kent Special Provisions. Bedding material shall be tamped in layers under, around and above the pipe to adequately support and protect the pipe. The Contractor shall use compaction equipment approved by the Engineer to obtain adequate compaction of the bedding material. Unless otherwise approved by the Engineer, adequate compaction shall be construed to mean to at least 95 percent of the maximum density measured in accordance with ASTM D-1557. The pipe shall be protected from damage when compacting. At least two feet of cover is required over the pipe prior to using heavy compaction equipment. 97EVH Preservation — 212th St - 196th St/Holcomb SP - 97 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 7-08.3(2)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)B Pipe Laying - General (March 20, 2023 Kent Special Provisions) At locations of pipe crossing between new or existing pipes the minimum vertical clearance shall be one and one-half foot unless otherwise approved by the Engineer. If this clearance cannot be obtained, the Contractor shall install a 2-inch thick 1-2 PSF styrofoam cushion between the pipes. The cushion shall be installed longitudinally with the lower pipe. The cushion width shall be equal to the lower pipe diameter and the length shall be one foot greater than the upper pipe diameter. It should be noted that field adjustment of specified slopes for storm and sanitary side sewers are permissible, if approved by the Design Engineer, to obtain the minimum clearances. External or internal grouting or repair by use of collars on the new sanitary or storm sewer line will not be an acceptable means of repair, should repair be necessary. All pipe, adaptors, tees, and other fittings shall be used for the purpose intended by the manufacturer and shall be installed according to manufacturer's recommendations. SECTION 7-08.3(2)G IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)G Jointing of Dissimilar Pipe (March 20, 2023 Kent Special Provisions) Connections of Ductile or Cast Iron Pipe to Concrete Pipe or PVC Pipe will be done by the use of Cast Transition or reducing couplings (Romac 501 or equivalent). SECTION 7-08.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(2)H Sewer Line Connections (March 20, 2023 Kent Special Provisions) Where indicated on the plans or where directed by the Engineer, connections shall be made to the existing storm drain/sewer systems by the Contractor in accordance with applicable portions of the WSDOT Standard Specifications and Kent Special Provisions in a workmanlike manner satisfactory to the Engineer. 98EVH Preservation — 212th St - 196th St/Holcomb SP - 98 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 7-08.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(2)3 Pipe Laying - PVC (March 20, 2023 Kent Special Provisions) For PVC pipe, the Contractor shall maintain a cover over the pipe to prevent temperature deformation caused by the sun and shall remove such cover only for a sufficient time to allow the pipe to be installed. When making field cuts of PVC pipe, a new reference line shall be marked on the spigot end a distance of 4-5/8 inches from said end. Said end will provide a visual means of determining whether full insertion of the spigot into the bell has been made during installation. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe (March 20, 2023 Kent Special Provisions) Existing pipes being plugged shall be plugged with concrete at both ends and shall otherwise be in accordance with Section 7-08.3(4) of the WSDOT Standard Specifications. SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 7-08.3(5) Street Restoration (March 20, 2023 Kent Special Provisions) Unless otherwise shown on the plans, street restoration shall be in accordance with the following requirements: Where cuts have been made in either asphalt concrete pavement, or in oil mats, the Contractor shall reconstruct the trench areas with a 3 inch thick asphalt concrete patch placed on a 2 inch thickness of crushed surfacing top course over a 4 inch thickness of crushed surfacing base course or as directed by the Engineer in the field. However, where cuts have been made in an asphalt concrete pavement section to be overlayed, the Contractor shall reconstruct the trench with a 2 inch thick asphalt concrete patch with a 2 inch asphalt overlay for a total of 4 inches of asphalt concrete pavement over 2 inches of crushed surfacing top course over 4 inches crushed surfacing base course. In all cases, the asphalt and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Upon approval of the Engineer, 99EVH Preservation — 212th St - 1961h St/Holcomb SP - 99 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Controlled Density Fill may be used to back fill the narrow trenches where it is difficult to compact crushed surfacing. In these cases the asphalt concrete layer shall increase to a minimum of 2 inches greater than the existing section. Where cuts have been made in cement concrete pavement, the Contractor shall reconstruct the trench area with a 6 inch thick cement concrete patch placed on a 6 inch thickness of crushed surfacing top course. In all cases, the cement concrete and crushed surfacing thickness for the patch shall meet or exceed the existing pavement section. Where there is an existing asphalt overlay over cement concrete pavement, the cement concrete shall be patched to original grade as above and then overlaid with an asphalt concrete patch to existing grade. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread a 2 inch thick layer of crushed surfacing on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement (March 20, 2023 Kent Special Provisions) Gravel backfill for foundation and gravel backfill for pipe zone bedding shall be measured by the ton, including haul. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment (March 20, 2023 Kent Special Provisions) The unit contract price per ton for "Pipe Zone Bedding" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place bedding material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. Reference WSDOT Standard Plan B-55.20-00. 100EVH Preservation - 212th St - 196' St/Holcomb SP - 100 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 The unit contract price per ton for "Foundation Material, Class I and II" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place foundation material as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The unit contract price per ton for "Bank Run Gravel for Trench Backfill" constitutes complete compensation for all labor, material, tools, supplies, and equipment necessary or incidental to furnish and place the bank run gravel for trench backfill as shown on the plans and described in the specifications. This includes but shall not be limited to: excavating, loading, hauling, mixing, placing, shaping, and compacting. The actual quantity for bank run gravel for trench backfill is unknown since selected materials will be used wherever possible. The City has entered a quantity in the proposal for the purpose of providing a common proposal for all bidders. 7-12 VALVES FOR WATER MAINS SECTION 7-12.2 IS REVISED BY SUPPLEMENTING THE FIRST PARAGRAPH WITH THE FOLLOWING: 7-12.2 Materials (March 20, 2023 Kent Special Provision) The following materials shall meet the requirements of the following sections of the Kent Special Provisions: Valve Boxes ..................................................9-30.3(4) SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-12.3 Construction Requirements (March 20, 2023 Kent Special Provision) All valves shall have valve boxes installed with the cover lugs parallel to the direction of water flow. SECTION 7-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 7-12.3(2) Replace Existing Valve Box Top Section and Lid (March 20, 2023 Kent Special Provision) New Section See Section 9-30.3(4) of the Kent Special Provisions for material specifications. 101EVH Preservation - 212th St - 196t" St/Holcomb SP - 101 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Where shown in the plans or where directed by the Engineer, the Contractor shall furnish and install new Valve Box Top Section and Lid on existing water valves in accordance with the details shown in the plans, these Kent Special Provisions or as directed by the Engineer. Lid shall be the locking type. On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. 7-12.3(3) Adjusting Valve Boxes to Grade (March 20, 2023 Kent Special Provisions) On asphalt concrete paving and/or asphalt resurfacing projects, valve box top section and similar structures shall not be adjusted and/or installed until the pavement is completed. The center of each structure shall be relocated from previously referenced measurements, established by the Contractor. The pavement shall be cut in a restricted area and base material removed to permit removal of the old unit. The new structure shall then be installed to proper grade utilizing the same methods of construction as specified for new construction in Section 7-12 of the WSDOT Standard Specifications and the Kent Special Provisions. All valves covered by new paving shall be uncovered and adjusted to grade within 72 hours. SECTION 7-12.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-12.5 Payment (March 20, 2023 Kent Special Provision) 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 price bid per each for "Replace Existing Valve Box Top Section and Lid" constitutes complete compensation for all labor, materials and equipment required to furnish and install the valve box top and lid, adjust the existing top to the planed grade, and adjust the new top to final grade after the final lift of asphalt is placed. The costs of excavating, removing and disposing of the existing valve box top and lid are included in the unit bid price for replacing the valve box top and lid. Reference Kent Standard Plan 3-7. 102EVH Preservation - 212th St - 196t" St/Holcomb SP - 102 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 7-17 SANITARY SEWERS SECTION 7-17.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.2 Materials (March 20, 2023 Kent Special Provisions) All sewer pipe for this project shall be solid wall PVC (Polyvinyl Chloride), SDR 35, conforming to Section 9-05.12(1) of the WSDOT Standard Specifications or ductile iron pipe, Class 50 conforming to Section 9-05.13 of the WSDOT Standard Specifications. All sewer pipe fittings shall be of the same materials as the pipe. 7-17.3 Construction Requirements SECTION 7-17.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(1) Protection of Existing Sewerage Facilities (March 20, 2023 Kent Special Provisions) The Contractor shall have the sole responsibility for providing and maintaining an adequate sewage bypass system through the project for the duration of the sanitary sewer construction. The adequacy of the bypass system shall be determined by the Engineer and corrected by the Contractor as directed by the Engineer. The connection between the new sewers and the existing sewer mains shall be plugged and tied off to the top manhole step and left in place until the new piping and the plugged manhole have been cleaned, pressure tested, TV camera inspected, and ready for City Council acceptance. 7-17.3(2) Cleaning and Testing SECTION 7-17.3(2)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)A General (March 20, 2023 Kent Special Provisions) All sewer pipe shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe during construction by jet cleaning or flush and pigging as approved by the City. The Contractor shall be responsible to insure that material flushed from sewers are trapped, and do not enter the downstream system. The City shall approve the 103EVH Preservation - 212th St - 196t" St/Holcomb SP - 103 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Contractors method prior to cleaning sanitary sewer mains. The rate of flushing shall be such that the flow will not overload the downstream sewers. The flushing of a sewer main tributary to a lift station shall be coordinated with the Operations Division to insure that the lift station is not overloaded. City water used for cleaning sewer lines is not metered, but shall pass through an approved double check valve assembly. SECTION 7-17.3(2)F IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)F Low Pressure Air Test for Sanitary Sewers Constructed of Non Air Permeable Materials (March 20, 2023 Kent Special Provisions) All testing shall be verified by the City Inspector. All sewer mains and appurtenances shall be air pressure tested for leakage in accordance with Section 7-17 of the WSDOT Standard Specifications as modified by the following: Procedure for Air Testing Sanitary Sewer Lines For PVC and Ductile Iron Pipe - The Contractor shall furnish all facilities and personnel for conducting the test under the observation of the Engineer. The equipment and personnel shall be subject to the approval of the Engineer. The Contractor may desire to make an air test prior to backfilling for its own purposes. However, the acceptance air test shall be made after backfilling has been completed and compacted. All wyes, tees, or ends of side sewer stubs shall be plugged with flexible-joint caps, or acceptable alternates, securely fastened to withstand the internal test pressures. Such plugs or caps shall be readily removable, and their removal shall provide a socket suitable for making a flexible-jointed lateral connection or extension. Immediately following pipe cleaning, the pipe installation shall be tested with low- pressure air. Air shall be slowly supplied to the plugged pipe installation until the internal air pressure reaches 4.0 pounds per square inch greater than the average back pressure of any ground water that may submerge the pipe. At least two minutes shall be allowed for temperature stabilization before proceeding further. Then, disconnect the air supply and wait until the pressure drops to 3.5 psig greater than the average back pressure of groundwater. The pressure shall be held to the time indicated on the attached tables. Groundwater Pressure p = 0.4332 (z) z = Distance between groundwater surface and centerline of pipe in feet. p = Average back pressure of groundwater above the centerline of the pipe in psi. 104EVH Preservation - 212th St - 196t" St/Holcomb SP - 104 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 If the pipe installation fails to meet these requirements, the Contractor shall determine at its own expense the source or sources of leakage, and he shall repair (if the extent and type of repairs proposed by the Contractor appear reasonable to the Engineer) or replace all defective materials or workmanship. The completed pipe installation shall meet the requirements of this test before being considered acceptable. Caution - When air testing adequate bracing is required to hold plugs in place to prevent the sudden release of compressed air. A pressure of 4 psig against an 8- inch plug will cause a force of approximately 200 lbs.; against a 12-inch plug, 450 lbs. The compressed air acts as a spring. Proper precaution must be taken to prevent this force from propelling the plug from the pipe like a bullet. For systems where groundwater is negligible, at the inspector's discretion, pressure shall be maintained at 4.0 psig with no drop at the time indicated on the attached graphs. LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 U 0 0 40 80 118 158 198 238 278 316 Z 50 70 110 150 190 228 268 308 348 356 00LU 100 140 180 220 260 300 338 374 372 368 G LL 150 212 250 290 330 370 390 386 382 378 = w 200 282 322 360 400 404 398 394 390 386 1- N 250 352 392 428 418 410 404 400 396 392 Z a 300 422 440 430 422 416 410 404 400 396 W 350 454 442 434 426 420 414 410 404 402 J 400 454 444 436 428 422 418 412 408 404 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) = 0 50 100 150 200 250 300 350 400 U 0 0 40 80 118 158 198 238 278 316 50 110 150 190 228 268 308 348 384 380 o W 100 220 260 300 338 378 418 420 414 406 LL ILL150 330 370 410 448 466 454 444 434 428 G W 200 440 480 514 496 482 470 460 450 444 250 550 542 522 506 494 482 472 464 456 a 300 566 544 528 514 502 492 482 474 466 LU 350 566 548 534 520 508 494 490 482 474 J 400 566 550 538 526 514 504 496 488 482 Time in seconds required for decompression from 3.5 psig to 3.0 psig. 105EVH Preservation - 212th St - 19611 St/Holcomb SP - 105 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 LENGTH OF 6 INCH PIPE (FEET) = 0 50 100 150 200 250 300 350 400 U 0 0 40 80 118 158 198 238 278 316 50 158 198 238 278 316 356 396 416 408 N w 100 316 356 396 436 476 492 476 464 454 U. U. 150 476 514 554 566 544 526 510 496 486 W 200 634 642 612 584 566 550 534 522 510 H M 250 680 650 624 602 582 566 552 540 528 00. 300 680 654 632 612 596 580 566 554 544 w 350 680 658 638 620 604 590 578 566 556 Jr 400 680 660 642 626 612 600 588 576 566 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) = 0 50 100 150 200 250 300 350 400 U 0 0 40 80 118 158 198 238 278 316 50 248 288 326 376 406 446 486 476 462 Ln W 100 496 534 574 614 624 596 572 552 530 U. U. 150 742 782 742 704 672 646 624 604 586 C W 200 850 804 766 732 704 680 658 640 624 250 850 812 1 780 752 726 1 704 684 1 666 652 a 300 850 818 790 766 742 722 704 688 672 w 350 850 822 798 776 756 736 720 704 690 J 400 850 826 804 784 766 748 732 718 704 Time in seconds required for decompression from 3.5 psig to 3.0 psig. LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 W 0 0 40 80 118 158 198 238 278 316 +i w 50 356 396 436 476 314 554 566 544 526 U. U. 100 712 752 792 794 748 710 680 654 632 = a 150 1020 952 896 850 810 778 748 722 700 t— N 200 1020 968 922 884 850 820 794 770 748 a 250 1020 978 940 906 876 850 826 804 784 Z J U 300 1020 984 952 922 896 872 850 830 810 Z 350 1020 990 960 916 912 890 868 850 832 N 400 1020 992 968 944 922 902 884 866 850 Time in seconds required for decompression from 3.5 psig to 3.0 psig. 106EVH Preservation - 212th St - 19611 St/Holcomb SP - 106 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 LENGTH OF 6 INCH PIPE (FEET) 0 50 100 150 200 250 300 350 400 W 0 0 40 80 118 158 198 238 278 316 N UJ 50 634 674 712 752 792 794 748 710 680 0 LL 100 1268 1246 1156 1082 1020 968 922 884 850 = a 150 1360 1282 1214 1156 1106 1060 1020 984 952 t- N 200 1360 1300 1246 1200 1156 1118 1082 1050 1020 (7 a 250 1360 1312 1268 1228 1190 1156 1124 1096 1068 Z J U 300 1360 1320 1282 1246 1214 1184 1156 1130 1106 z 350 1360 1324 1292 1262 1232 1206 1180 1156 1134 400 1360 1330 1300 1272 1246 1222 1200 1178 1156 Time in seconds required for decompression from 3.5 psig to 3.0 psig. SECTION 7-17.3(2)H IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.3(2)H Television Inspection (March 20, 2023 Kent Special Provisions) All new sanitary sewer extensions shall be TV camera inspected by the City Operations Division prior to acceptance. All construction must be completed and approved by the inspector prior to the TV inspection. All manholes shall be channeled, and grade rings set in place prior to TV inspection by the City. The casting and top grade ring, do not have to be mudded in until after the final grade is established. SECTION 7-17.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-17.3(2)I Vacuum Testing of Sanitary Manholes (March 20, 2023 Kent Special Provisions) All new sanitary sewer manholes shall be vacuum tested by the City Operations Division prior to acceptance to ensure it is air-tight and not susceptible to infiltration. On projects with more than one manhole, the Contractor shall have all of the manholes ready for testing prior to scheduling the air-testing with the project inspector. Manholes will not be considered ready for testing until all grouting has been performed and the frame and cover have been grouted in place. It is the responsibility of the Contractor to ensure all manholes are ready for testing prior to scheduling the testing through the inspector. Manholes not ready for testing shall receive a failing mark and a re-test shall be scheduled through the inspector once the manhole is ready. All retests after failure shall be at the Contractor's expense. The Contractor shall bear all costs for correction of deficiencies found during the vacuum testing, including the actual or overtime costs of city crew for additional vacuum testing to verify the correction of deficiencies. 107EVH Preservation - 212th St - 19611 St/Holcomb SP - 107 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 7-17.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-17.5 Payment (March 20, 2023 Kent Special Provisions) The unit contract price per lineal foot for "PVC Sewer Pipe, 12 Inch Diameter" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the pipe at the locations shown on the plans and described in the specifications. The bid item price includes but is not limited to: trench excavation hauling, backfill and compaction (when native material is to be used), surface restoration, and cleanup. The bid price shall also include fittings, wyes, tees, plugs, and joint materials; connection to new or existing manholes and pipes, air testing; vacuum testing coordination for TV inspection and any additional costs for overtime work when working on other than normal working hours. The bid item "Dewaterina" shall be paid by force account in accordance with Section 1-09.6 of the WSDOT Standard Specifications. This payment shall constitute complete compensation for all labor, tools, materials, and equipment necessary to dewater the trench for installation of the new water main pipe and connections. This item also includes all costs to dispose of water and to submit plans and obtain approval from the City or other agencies as required for the work to be completed. 108EVH Preservation - 212th St - 196t" St/Holcomb SP - 108 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.1 Description (March 20, 2023 Kent Special Provision) This work consists of temporary erosion and sedimentation control procedures (TESCP) as shown on the construction plans, specified in these Kent Special Provisions, and ordered by the Engineer as work proceeds. The TESCP are intended to minimize erosion and sedimentation as well as protect waters of the state and the city's municipal separate storm sewer system (MS4) as required by law. The TESCP measures shown on the plans and described in the specifications shall only apply to work within the project limits and does not apply to the Contractor's staging area. The Contractor shall be responsible for providing TESCP at any staging area(s). All TESCP used at the staging area(s) shall be incidental to the project. The Contractor shall be responsible for any fine(s) imposed by Ecology or any other regulatory agency for any violation at their staging are(s). The Contractor shall also be responsible for any cost of cleanup, delays, and down time to correct any deficiencies at the staging area(s). No construction related activity shall contribute to the degradation of the environment, allow material to enter surface or ground waters, or allow particulate emissions to the atmosphere, which exceed state or federal standards. Any actions that potentially allow a discharge to the state waters must have prior approval of the Washington State Department of Ecology. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials (March 20, 2023 Kent Special Provision) Materials shall meet the requirements of the following sections of the Kent Special Provisions and the WSDOT Standard Specifications: Seed ...................................................9-14.3 Fertilizer..............................................9-14.4 Mulch and Amendments.........................9-14.5 Tackifier..............................................9-14.5(7) 109EVH Preservation - 212th St - 196t" St/Holcomb SP - 109 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General (March 20, 2023 Kent Special Provision) Preventing and controlling pollution, erosion, runoff, and related damage requires the Contractor to install temporary stormwater best management practices (BMPs) as per the plans and as directed by the City. As site conditions dictate, additional BMPs may be required. The Contractor shall anticipate the need for additional best management practices and propose necessary changes to the City. Should the Contractor fail to install the required temporary erosion and sediment control (TESC) measures or to perform maintenance in a timely manner, or fail to take immediate action to install additional approved measures, all fines, cost of cleanup, costs for delays and down time shall be borne by the Contractor. All cost for this work shall be paid for under the unit contract bid prices. The upgrading of the TESCP facilities shall not constitute a basis for additional working days for this project. The Contractor shall provide the Engineer a minimum of two working days notice prior to clearing adjacent to any wetland, creek or other sensitive area. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. The TESC facilities shall be in accordance with and conform to the Kent Surface Water Design Manual, the WSDOT Standards Specifications, and the Ecology Construction Stormwater General Permit (if applicable), except as modified by the Kent Design and Construction Standards or these Kent Special Provisions. It shall be the responsibility of the Contractor to notify the City at once of any TESC deficiencies or changes in conditions such as rutting and or erosion that may occur during construction. The Contractor may recommend possible solutions to the Engineer in order to resolve any problems that are occurring. The requirements of this section shall apply to all areas of the site subject to construction activity as described in the WSDOT Standard Specifications, the Kent Special Provisions and contract plans, including Contractor construction support facilities, Contractor personnel parking areas, equipment and material storage/laydown areas, and other areas utilized by the Contractor for completion of the work. Nothing in this section shall relieve the Contractor from complying with other contract requirements. 110EVH Preservation - 212th St - 196' St/Holcomb SP - 110 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals (March 20, 2023 Kent Special Provision) Prior to the start of any construction activities, the Contractor shall submit for the Engineer's review and approval, the following, as necessitated by the work: 1. Dewatering Plan 2. Spill Prevention Control and Countermeasures Plan 3. Stream Bypass Plan for in-water work 4. Name and contact info for Contractor's CESCL SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-01.3(1)F Applicable Regulations and Criteria (March 20, 2023 Kent Special Provision) New Section All construction activities are subject to applicable federal, state, and local permits. The Contractor shall comply with requirements of applicable state and local regulatory requirements, including, but not limited to the following: 1. WAC 173-201A Water Quality Standards for Surface Waters of the State of Washington 2. RCW 90.48.080 Discharge of pollutants in waters prohibited 3. City of Kent 2017 Surface Water Design Manual 4. Construction Stormwater General Permit - WA Department of Ecology 8-01.3(1)G Water Quality Monitoring (March 20, 2023 Kent Special Provision) New Section Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. If the project is covered under the Construction Stormwater General Permit, then the Contractor shall conduct sampling as per the conditions listed in the permit. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. 111EVH Preservation - 212th St - 196' St/Holcomb SP - 111 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 All costs for this work shall be included in the various unit contract bid prices. SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(2)E Tackifiers (March 20, 2023 Kent Special Provision) Unless specified otherwise, wood cellulose fiber mulch per Section 9-14(5)10 of the Standard Specifications shall have tackifier incorporated into the mulch fiber during manufacture. If additional tackifier is required, the tackifier shall be organic tackifier as specified in Section 9-14.5(7)A of the WSDOT Standard Specifications. When specified, tackifiers shall be applied in accordance with the manufacturer's recommendations. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection (March 20, 2023 Kent Special Provision) Cleaning and maintenance of inlet protection shall not flush sediment, or sediment- laden water into the downstream system. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage (March 20, 2023 Kent Special Provision) Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. 112EVH Preservation - 212th St - 196' St/Holcomb SP - 112 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5(2) Item Bids (March 20, 2023 Kent Special Provision) The unit contract price per square yard for "Seeding, Fertilizing, and Mulching" shall be full pay for all labor, materials tools and equipment necessary to complete the above said hydroseeding, seeding, fertilizing and mulching at the locations shown on the plans, including the following areas: 1. All planter areas or areas disturbed by the Contractor's operations behind the sidewalk, even where it is only a narrow strip. 2. All biofiltration swales. 3. Detention pond site. 4. Other areas as directed by the Engineer. Water, fertilizer and mulch shall be provided by the Contractor as necessary to maintain and establish the seeded areas and is considered incidental to this bid item. Topsoil Type B is considered incidental to this bid item unless a specific bid item is listed in the proposal. The cost of baffling or blocking over spray as required to prevent over spray onto the sidewalk, curbing and non-planter areas is incidental to the unit price. The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit contract price per hour for "ESC Lead" shall be full pay for all duties outlined in Section 8-01.3(1)B (Erosion and Sediment Control (ESC) Lead) in per hour increments. 8-02 ROADSIDE RESTORATION SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.1 Description (March 20, 2023 Kent Special Provision) Drawings and Specifications: Definitions: The word "provide" means "furnish and install" (for landscaping only). Dimensions and Measurements: Dimensions govern when shown. Scale is approximate. Contractor shall check all dimensions in the field and verify them with respect to adjacent or incorporated work. Any discrepancies in the drawings shall be brought to the immediate attention of the Engineer before work proceeds further. 113EVH Preservation - 212th St - 196t" St/Holcomb SP - 113 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Number of Specified Items Required: Wherever in these Kent Special Provisions an article, device or piece of equipment is referred to in the singular number, such reference shall include as many such items as are shown on drawings or required to complete the installation. SECTION 8-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.1(1) Submittals (March 20, 2023 Kent Special Provision) New Section The Contractor shall submit within 20 days after Notice to Proceed date a list of all plant material indicating source of supply, order invoice, size and quantity for such species or variety. All plant materials shall meet requirements of State and Federal laws with respect to inspection for plant diseases and infestations. Inspection certificates required by law shall accompany each shipment of plant material and submitted to the Engineer. SECTION 8-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.2 Materials (March 20, 2023 Kent Special Provision) Materials shall meet the requirements of the following sections: Topsoil Type A, Type B, and Type C............................... 9-14.2(1), (2), (3) Seed ....................................................................... 9-14.3 Fertilizer.................................................................... 9-14.4 Mulch and Amendments............................................... 9-14.5 Wood Cellulose Fiber................................................... 9-14.5(10) Erosion Control Devices ............................................... 9-14.6 Plant Materials ........................................................... 9-14.7 Street Trees............................................................... 9-14.7(1)A Stakes, Guys and Wrapping ......................................... 9-14.8 TreeTies ................................................................... 9-14.8(1) Water for Plants ......................................................... 9-25.2 Botanical identification and nomenclature of plant materials shall be based on descriptions by Bailey in "Hortus Third" or superseding editions and amendments. 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 114EVH Preservation - 212th St - 196' St/Holcomb SP - 114 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 8-02.3(1) Responsibility During Construction (March 20, 2023 Kent Special Provision) The Contractor shall at all times keep the planted areas free from accumulations of waste materials or rubbish. Upon completion of the planting work, the Contractor shall immediately remove all refuse and debris resulting from the planting activities. The project will not receive either preliminary or final approval if the cleanup does not meet with the approval of the Engineer. SECTION 8-02.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(3) Weed and Pest Control (March 20, 2023 Kent Special Provision) During the maintenance period, all weeds are to be removed by hand. 8-02.3(9) Seeding, Fertilizing and Mulching SECTION 8-02.3(9)A IS REVISED BY DELETING THE FIRST THREE PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 8-02.3(9)A Dates for Application of Seed (March 20, 2023 Kent Special Provision) Unless otherwise approved by the Engineer, the final application of seeding, fertilizing, and mulching of slopes shall be performed during the following periods: West of the summit of the Cascade Range - March 1 to May 15 and August 15 to October 1. Where contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished during the spring period listed above. Written permission to seed after October 1 will only be given when physical completion of the project is imminent and the environmental conditions are conducive to satisfactory growth. SECTION 8-02.3(9)B IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(9)B Seeding and Fertilizing (March 20, 2023 Kent Special Provision) Topsoil and all other unpaved and unsodded areas within easements and right-of-way disturbed as part of this project shall be seeded. Hydroseeding shall be the method of seed application. Hydroseed shall consist of a slurry composed of water, seed, fertilizer, tackifier, and mulch and shall be evenly broadcast over areas to be seeded. All work shall conform in all respects to Section 8-01 of the WSDOT Standard Specifications, except as modified herein. 115EVH Preservation - 212th St - 196t" St/Holcomb SP - 115 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 The Contractor shall notify the Engineer not less than 48 hours in advance of any hydroseeding operation and shall not begin the work until areas prepared or designated for hydroseeding have been approved. Following the Engineer's approval, hydroseeding of the approved slopes shall begin immediately. Hydroseeding shall not be done during windy weather or when the ground is frozen, excessively wet, or otherwise untillable. Hydroseed mixture to be applied by an approved hydro seeder which utilizes water as the carrying agent, and maintains continuous agitation through paddle blades. It shall have an operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified amount of seed and water or other material. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray nozzles that will provide a uniform distribution of the slurry. The seed and fertilizer cannot be placed in the tank more than 30 minutes prior to application. The seed and fertilizer shall have a tracer added to visibly aid uniform application. This tracer shall not be harmful to plant and animal life. If wood cellulose fiber is used as a tracer, the application rate shall not exceed 25 pounds per acre. Areas where hydroseeding is not practical, must be seeded by approved hand methods as approved by the engineer. When seeding by hand, Contractor shall incorporate seed into the top 1/4 inch of soil. The hydroseed slurry shall consist of the following materials mixed thoroughly together and applied in the quantities indicated. 1. Grass Seed: Mixture shall be fresh, clean, new crop seed. Seed to be mixed mechanically on the site or may be mixed by the dealer. If seed is mixed on site, each variety shall be delivered in the original containers bearing the dealer's guaranteed analysis. If seed is mixed by the dealer, the Contractor shall furnish to the Engineer the Dealer's guaranteed statement of the composition of the mixture and the percentage of purity and germination of each variety. Grass seed shall be purchased from a recognized distributor and shall be composed of the varieties mixed in the proportions indicated in the WSDOT Standard Specifications and Kent Special Provisions. Seed shall meet the minimum percentages of purity and germination specified in Section 9-14.3 of the Kent Special Provisions. Seed shall be applied at the rate of 120 pounds per acre. The Contractor shall protect seed from hydration, contamination, and heating during delivery, storage, and handling. Seed shall be stored in a cool dry location away from contaminants. Mix A shall be used as the standard hydroseed mix unless otherwise specified herein or on approved project plans. 116EVH Preservation - 212th St - 196t" St/Holcomb SP - 116 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Mix B shall be used exclusively for seeded areas adjacent to grass lawns, within seeded medians, and within seeded traffic islands. In addition, Mix B shall be used for all seeded areas not specifically showing Mix A on the plans, or where otherwise directed by the Engineer. 2. Water: The Contractor shall begin maintenance immediately after seeding for a minimum of ten (10) weeks or longer as needed. Water seeded areas before hydroseed slurry has completely dried out. Water slowly and thoroughly with fine spray nozzle. Water the hydroseeded areas at least twice daily (in the early morning and late afternoon) until the grass is well established as determined by the Engineer. Repeat watering operation as required by climatic conditions to keep areas moist for a minimum period of 2 weeks from the day of first watering and as necessary for healthy growth. 3. Mulch: As needed to meet requirements of Sections 8-01.3(2)D and 9-14.5. 4. Fertilizer: All areas which are seeded shall receive fertilizer of the following proportions and formulation applied at the rate of 400 pounds per acre. All areas which are seeded shall receive fertilizer meeting the requirements of Section 9-14.4 of the Kent Special Provisions. Fertilizer shall not be applied on any creek sideslopes in order to avoid contamination of these creeks. 5. Hand Seeding: Seeding shall be applied at the rate of 6 pounds per 1,000 square feet. The seed shall be applied by an approved hand held spreader. The seed shall be evenly distributed over the disturbed area. Apply seed mix after fertilizing and rake the seed into the surface soil to a depth of 1/4-inch. 6. If the slurry is used for temporary erosion control it shall be applied at the following rates: EROSION CONTROL: Seed 170 Ibs/acre of"Mix A" unless otherwise directed by Engineer. Fertilizer 400lbs/acre Wood Fiber 2,000 Ibs/ acre Tackifier 80lbs/acre SECTION 8-02.3(9)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)D Inspection (March 20, 2023 Kent Special Provision) Inspection of seeded areas shall be made upon completion of seeding operations, at the end of the maintenance period, and at any time during the maintenance period. The Contractor shall reseed, re-mulch or re-fertilize as required to establish a uniform, thick stand of grass. A uniform stand of grass shall be defined as any grass area with no spots greater than one square foot. 117EVH Preservation - 212th St - 196t" St/Holcomb SP - 117 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Areas failing to show a uniform thick, healthy stand of grass after the maintenance period shall be reseeded consistent with the Kent Special Provisions at the Contractor's expense. Reseeded areas will be subject to inspection for acceptance. SECTION 8-02.3(9)E IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(9)E Protection and Care of Seeded Areas (March 20, 2023 Kent Special Provision) Protect adjacent property, public walks, curbs and pavement from damage. Do not place soil directly on paved surfaces. Locate all underground utilities prior to the commencement of work. Keep streets and area drains open and free flowing. Protect all seeding against wind, storm, and trespassing. Replace any plants that become damaged or injured. In seeded areas, treat and reseed damaged spots larger than one square foot. SECTION 8-02.3(11)A IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(11)A Mulch for Seeding Areas (March 20, 2023 Kent Special Provision) Wood cellulose fiber mulch conforming to Section 9-14.5(10) of the Standard Specifications shall be used where mulch is called for on this project. The application rate shall be 2,000 pounds to the acre in accordance with Section 8-01 of the WSDOT Standard Specifications. Mulch shall be incorporated into the slurry of seed and fertilizer. Mulch of the type specified in Section 9-14.5 shall be included in the hydroseeding process. Wood cellulose fiber used as a mulch shall be suitable for application with hydroseeders as specified in Section 8-01.3(9)B. The application of seed, fertilizer, and mulch shall be required in a single operation for all seed applications, unless otherwise directed. Mulch materials, shall be furnished, hauled, and evenly applied at the rates indicated, and shall be spread on seeded areas immediately after seeding unless otherwise specified. Distribution of straw mulch material shall be by means of an approved type mulch spreader, which utilizes forced air to blow mulch material on seeded areas. In spreading straw mulch, the spreader shall not cut or break the straw into short stalks. Straw mulch shall be applied at a rate to achieve a loose, overall thickness of three (3) inches. Areas not accessible by mulching equipment shall be mulched by approved hand methods and shall achieve similar results. Mulch sprayed on signs or sign structures shall be removed the same day. SECTION 8-02.3(11)B IS REVISED AS FOLLOWS: 118EVH Preservation - 212th St - 196t" St/Holcomb SP - 118 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 8-02.3(11)B Bark or Woodchip Mulch (March 20, 2023 Kent Special Provision) Revise all references in this section from bark or wood chip mulch to "wood chip mulch." Add "A sample of the wood chip mulch shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application." SECTION 8-02.3(13) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(13) Plant Establishment (March 20, 2023 Kent Special Provision) The Contractor is responsible for maintaining all trees and shrubs in a clean and thriving condition for a period of not less than two calendar years. The period of maintenance shall begin upon final installation and inspection of work, and subsequent written notification by the Engineer. Maintenance shall include all necessary cleaning, weeding, pruning, watering, and one supplemental feeding with approved fertilizer. The Contractor shall water all trees and shrubs a minimum of once per week during the months of June through September to establish the vegetation during the dry summer months. Maintenance of this watering schedule is critical to the survival of the trees and shrubs. SECTION 8-02.3(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(14) Plant Replacement (March 20, 2023 Kent Special Provision) The Contractor shall replace all trees and shrubs which, in the opinion of the City Nursery Supervisor, have failed to establish themselves during the maintenance period at its sole expense. All replacement planting shall be conducted in conformance to these specifications. SECTION 8-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 8-02.3(17) Plant and Site Protection During Entire Construction Period (March 20, 2023 Kent Special Provision) The Contractor shall: 119EVH Preservation - 212th St - 196' St/Holcomb SP - 119 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 1. Protect existing trees to remain and new plants against injury and damage, including but not limited to: cutting, breaking, or skinning of roots, trunk or branches, or smothering by stockpiling construction material, or compaction by equipment. 2. Keep all heavy equipment (e.g., backhoe) outside of the drip lines of all existing trees, so as not to damage the root systems. 3. Notify Engineer immediately if a conflict arises between construction activity and the protection of trees and shrubs; alter methods as necessary and as approved by the Engineer. SECTION 8-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.5 Payment (March 20, 2023 Kent Special Provision) The unit contract price per cubic yard for "Topsoil Type A" constitutes complete compensation for all labor, materials, tools and equipment necessary to supply and spread the topsoil in the areas shown on the plans, or where directed by the Engineer. This item includes but is not limited to the labor required for raking and compacting the topsoil, cleanup and complete preparation ready for seeding. 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.3 Construction Requirements SECTION 8-04.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.3(1) Cement Concrete Curbs, Gutters and Spillways (March 20, 2023 Kent Special Provision) If the curb and gutter flow line is found to deviate from the existing flow line by more than 0.03 foot, the Contractor shall remove the faulty section of curb and gutter and replace it with a new section meeting specifications. The removal and replacement shall be at no cost to the City. SECTION 8-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-04.5 Payment (March 20, 2023 Kent Special Provision) "Cement Concrete Curb and Gutter" "Pedestrian Curb" "Cement Concrete Extruded Curb" The unit contract price per linear foot for the above items shall be complete compensation for all materials, labor, tools, supplies and equipment required to install the curbs in accordance with the plans, specifications and as directed by the 120EVH Preservation - 212th St - 196' St/Holcomb SP - 120 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Engineer. Also included in this bid item includes the cost to salvage and reuse the existing metal curb inlet. The unit contract price per linear foot for "Cement Concrete Curb and Gutter, 8 Inch Depth, Reinforced" shall be considered complete compensation for all materials, labor, tools and equipment required to install the curbs in accordance with the plans, specifications and as directed by the Engineer. This bid item also include supplying and installing the reinforcing steel in accordance with Kent Standard Plan 6-44, specifications, and as directed by the Engineer. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.3 Construction Requirements (March 20, 2023 Kent Special Provision) Cement Concrete Driveways shall be installed at the locations indicated on the plans or where directed by the Engineer. See Kent Standard Plan 6-44. All sidewalk cross slopes shall be ADA compliant and shall not exceed 2%. Cement concrete driveways and associated cement concrete curb drops shall be constructed using a 24-hour cure mix. In addition, the Contractor shall immediately implement temporary provisions for access so that no driveway is out of service. Also the Contractor shall not simultaneously work on more than one driveway serving a property. SECTION 8-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.5 Payment (March 20, 2023 Kent Special Provision) The unit contract price per square yard for "Cement Concrete Driveway, 8 Inch Depth, Reinforced" constitutes complete compensation for all materials, labor and equipment required to install reinforced 8" thick cement concrete driveway, 8" thick reinforced curb and gutter include two single direction ramps and detectable warning surface (per KSP 8-14) located in the driveway as shown on the plans. Reinforcing steel in the driveway shall be included in this bid item. Reference Kent Standard Plan 6-44. 8-09 RAISED PAVEMENT MARKERS SECTION 8-09.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-09.1 Description 121EVH Preservation - 212th St - 196' St/Holcomb SP - 121 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 (March 20, 2023 Kent Special Provision) 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. 8-09.3 Construction Requirements SECTION 8-09.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-09.3(2) Surface Preparation (March 20, 2023 Kent Special Provision) 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. 8-13 MONUMENT CASES SECTION 8-13.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-13.1 Description (March 20, 2023 Kent Special Provision) This work also consists of adjusting existing monument case by placing risers with appropriate height and diameter to finished grade. The existing monument shall not be disturbed. This work also includes referencing for future locates prior to construction activities. SECTION 8-13.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 122EVH Preservation - 212th St - 196' St/Holcomb SP - 122 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 8-13.3 Construction Requirements (March 20, 2023 Kent Special Provision) The actual survey monument is not to be disturbed. If the existing survey monument damaged or destroyed, the contractor shall contact the Engineer and is responsible for installing a new monument, case, and cover. The monument's case and cover shall be lowered prior to overlay. Install a new riser and adjust the case and cover to finished grade after the overlay. If a case and cover cannot be lowered, as determined by the Engineer, the contractor shall plane around the existing case and cover. Where the overlay will be placed on existing pavement without planing the contractor shall protect the existing case and cover and install new riser case and cover to finished grade. SECTION 8-13.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-13.4 Measurement (March 20, 2023 Kent Special Provision) Measurement per each for "Install New Riser for Monument's Case and Cover to Finished Grade" will be by the unit of each new monument's riser installed. SECTION 8-13.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-13.5 Payment (March 20, 2023 Kent Special Provision) 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 each for "Install New Riser for Monument's Case and Cover to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to protect the existing monument and adjust the monument's case and cover to finished grade with a new riser as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Any adjustments made prior to the final finished elevation shall be considered incidental to this bid item. Reference Kent Standard Plan 6-72a and 6-72b. 123EVH Preservation - 212th St - 196' St/Holcomb SP - 123 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 8-14 CEMENT CONCRETE SIDEWALKS SECTION 8-14.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.1 Description (March 20, 2023 Kent Special Provision) This work shall also consist of constructing sidewalk ramps at all street intersections, curb return driveways, or other locations in accordance with these specifications and in reasonable close conformity to the dimensions and cross- sections shown in the plans and to the lines and grades as staked by the Engineer. 8-14.3 Construction Requirements SECTION 8-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.3 Construction Requirements (March 20, 2023 Kent Special Provision) SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete (March 20, 2023 Kent Special Provision) The concrete shall be placed in the forms and struck off with an approved straightedge. As soon as the surface can be worked, it shall be troweled smooth with a steel trowel. After trowling and before installing the contraction joints or perimeter edging, the walking surfaces of the sidewalk and ramps shall be brushed in a traverse direction with a stiff bristled broom. The curb face and top on the monolithic cement concrete curb and sidewalk and the cement concrete sidewalk with raised edge shall be smooth. Expansion and contraction joints shall be constructed as shown in the Standard plans. When the sidewalk abuts a cement concrete curb or curb and gutter, the expansion joints in the sidewalk shall have the same spacing as the curb. The expansion joint shall be filled to full cross-section of the sidewalk with 3/8-inch premolded joint filler. Placement of detectable warning surfaces (DWS) shall be in accordance with the manufacturer's recommendation. The Contractor shall propose for approval one of the detectable warning surface products listed in the WSDOT Qualified Product List as allowed herein. For new curb ramp construction, DWS shall be placed in fresh concrete before the concrete has reached initial set. For hardened cement 124EVH Preservation - 212th St - 196' St/Holcomb SP - 124 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 concrete or asphalt pavement surface, DWS shall be fabricated in place. Pre- formed DWS panels designated for setting on hardened surfaces are not approved for use. Vertical edges of the detectable warning surface shall be flush with the adjoining surface to the extent possible (not more than 1/4 inch above the surface of the pavement) after installation. The detectable warning surface shall be continuously two feet wide along curb ramp radii with no gaps and shall be yellow matching the color of "Standard Interstate Yellow" paint as specified in Formula K-2-83. Black detectable warning surface may be used when specified on the plans or at the direction of the Engineer. The edge of the DWS shall be at the face of curb at cut- through islands and at the back of curb at curb ramps. Embossing or stamping the wet concrete to achieve the truncated dome pattern shall not be allowed. The following pertains only to Detectable warning surface (DWS)/truncated domes placed on asphalt surfaces or as approved by the Engineer. DWS placed on asphalt or an existing surface shall be non-skid Vanguard ADA Systems - Detectable Warnings or an approved equal and shall be installed by a licensed Vanguard installer per the manufacturers specifications and may not create a vertical discontinuity exceeding 0.25 inches. Thermoplastic or pre-formed will not be permitted. SECTION 8-14.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.3(5) Detectable Warning Surface (March 20, 2023 Kent Special Provision) DWS placed on asphalt or an existing surface including existing concrete ramps where specified on the plans shall be yellow, non-skid and vertical discontinuity caused may not exceed 0.25 inches. Thermoplastic or pre-formed will not be permitted. DWS shall be installed by a licensed or approved equal installer per the manufacturer's specifications. The detectable warning surface used shall be placed at the back of curb and gutter (except in the mid-block crossing where it shall be in line with the front of the mountable curb) and shall be continuously 2' wide along curb ramp radii with no gaps. SECTION 8-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.4 Measurement (March 20, 2023 Kent Special Provision) "Detectable Directional Striping" shall be 12" wide and is measured per linear foot. 125EVH Preservation - 212th St - 19611 St/Holcomb SP - 125 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment (March 20, 2023 Kent Special Provision) Payment will be made in accordance with Section 1-04.1 for the following bid items when included in the Proposal: "Cement Concrete Sidewalk," per square yard "Cement Concrete Sidewalk Ramp Type Parallel A," per each "Cement Concrete Sidewalk Ramp Type Wing," per each "Cement Concrete Sidewalk Ramp Type Single Direction A," per each The unit bid per square yard or per each for the above items constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk and wheelchair ramps as shown on the drawings and in accordance with the Kent Special Provisions. The unit price shall include but not be limited to: restoration of areas adjacent to sidewalks and ramps that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. The Detectable Warning Surface (DWS) for each sidewalk ramp shall be considered incidental to the ramp's bid item price (Type wing ramps do not include DWS). Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation, and Gravel Borrow as required shall be paid for under separate bid items. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 8-19 CITY PROVIDED CONSTRUCTION STAKING 8-19.1 General (Kent Special Provisions - New Section) As used in this Section 8-19.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 8-19.8(2) through 8-19.8(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 8-19.8(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey 126EVH Preservation - 212th St - 196t" St/Holcomb SP - 126 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $300/hour for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-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. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 8-19.2 Roadway and Utility Surveys (Kent Special Provisions - New Section) 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. These shall generally consist of one initial set of: 1. Cut or fill stakes for establishing grade and embankments, 2. Curb or gutter grade stakes, 3. Centerline finish grade stakes for pavement sections wider than 25 feet as set forth in Section 8-19.8(5), subsection 2, and 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. No intermediate stakes shall be provided between curb grade and centerline stakes. On alley construction projects with minor grade changes, the Engineer shall provide offset hubs on one side of the alley to establish the alignment and grade. 127EVH Preservation - 212th St - 196t" St/Holcomb SP - 127 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Alleys with major grade changes shall have embankments staked to establish grade before offset hubs are set. 8-19.4 Control Stakes (Kent Special Provisions - New Section) 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. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $300/hour for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. 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) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 8-19.5 Staking Services (Kent Special Provisions - New Section) Work requests must be made at least 3 working days in advance of the required staking. The City will furnish the following stakes and reference marks: 1. Clearing Limits - One set of clearing limit stakes will be set at approximately 25-foot stations where needed. 2. Rough Grading - One set of rough grade stakes will be set along the construction centerline of streets at 50-foot stations as required. (If superelevations require intermediate stakes along vertical curves, the City will provide staking at closer intervals.) One set of primary cut and fill stakes will be set for site work. One set of secondary final grade cut and fill stakes will be set where deemed applicable as determined by the Engineer. 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 4. Sanitary Sewers - Two cut or fill stakes for each manhole or cleanout location will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. 5. Water Main - One set of line stakes will be furnished for water mains at 50- foot stations. Additionally, two reference stakes for each valve, hydrant, tee and angle point location will be set concurrently with these line stakes. 128EVH Preservation - 212th St - 196t" St/Holcomb SP - 128 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 6. Staking for Embankments - Catch points and one line stake will be set in those cases where the vertical difference in elevation from the construction centerline to the toe or top of a cut or fill slope exceeds 3 feet. In all other areas, stakes shall be set at an appropriate offset to the street centerline to allow for the preservation of said offsets through the rough grading phase. In both cases the stakes shall be clearly marked with appropriate information necessary to complete the rough grading phase. 7. Curb and Gutters - One set of curb and gutter stakes shall be set at an appropriate offset at 25-foot intervals, beginning and end points of curves and curb returns, driveways, and sufficient mid-curve points to establish proper alignment. 8. Base and Top Course - One set of final construction centerline grade hubs will be set for each course, at not less than 50-foot stations. No intermediate stakes shall be provided unless superelevations require them. In those circumstances, one grade hub left and right of construction centerline at the transition stations will be set at an appropriate offset to centerline not less than 25-foot stations. 9. Adjacent or Adjoining Wetlands - One set of stakes delineating adjacent wetland perimeters will be set at 25 to 50-foot stations as required. 10. Illumination and Traffic Signals System - One set of stakes for luminaires and traffic signal pole foundations will be set as required. One set of stakes for vaults, junction boxes, and conduits will be set, only if curb and gutter is not in place at the time of the survey request. If curb and gutter is in place, staking for vaults, junction boxes, and conduits will be provided at an additional expense to the Contractor. When deemed appropriate by the Engineer, cut sheets will be supplied for curb, storm, sanitary sewer and water lines. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for curb ramps, channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $300/hour. 8-19.6 Survey Requests (Kent Special Provisions - New Section) It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Roadway grading +/-1500 lineal feet of centerline Storm or sanitary sewer Approximately 8-10 structures Water main +/-1500 lineal feet of pipe Curb and gutter +/-1300 lineal feet (one side only) 129EVH Preservation - 212th St - 196t" St/Holcomb SP - 129 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Base and top course +/-1000 lineal feet of centerline Slope staking +/-800-1200 lineal feet (top and toe) Illumination/signalization Approximately 15-20 structures 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 be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. 130EVH Preservation - 212th St - 196t" St/Holcomb SP - 130 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit (March 20, 2023 Kent Special Provision) THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans and Kent Standard 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 intended for future use. 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 BY ADDING THE FOLLOWING: 8-20.3(6) Junction Boxes, Cable Vaults, and Pull boxes (March 20, 2023 Kent Special Provision) Slip-resistant surfaces (non-skid) shall have a static coefficient of friction (COF) of 0.6. WSDOT guidance indicates that both uncoated ductile cast iron and uncoated gray cast iron meet this requirement. WSDOT has also approved the Mebecl (their most aggressive surface) manufactured by IKG Industries, SlipNOT Grade 3 - coarse manufactured by W.S. Molnar Company or the TH605 manufactured by Thermion, Inc. THE THIRD PARAGRAPH OF SECTION 8-20.3(8) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-20.3(8) Wiring 131EVH Preservation - 212th St - 19611 St/Holcomb SP - 131 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 (March 20, 2023 Kent Special Provision) 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 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(14) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.3(14) Temporary Video Detection System (March 20, 2023 Kent Special Provision) Temporary video detection systems shall be completely installed, property aimed, calibrated, and made operational prior to any associated induction loop being disabled at an intersection. Coordination with the contractors start date will be required in order to install the temporary detection system before saw cutting the curb ramp radius. SECTION 8-20.3(14)C IS REVISED AS FOLLOWS: 8-20.3(14)C Induction Loop Vehicle Detectors (March 20, 2023 Kent Special Provision) THE LAST SENTENCE IN ITEM 2 IS REVISED TO READ: Each additional loop installed in the lane shall be on 16 foot centers. ITEM 3 IS DELETED AND REPLACED WITH THE FOLLOWING: 3. All loops show in asphalt pavement shall be installed after grinding or prior to paving the final lift of asphalt designated in the Contract. All loops shown in PCC pavement shall be installed after grinding and prior to pouring the concrete. All loops shall be Preformed Loops and embedded within the concrete pavement. All loops shall be installed on tower chairs with proper height to position the loops in the approximate middle of the 8 inches thick concrete pavement. 132EVH Preservation - 212th St - 196t" St/Holcomb SP - 132 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 ITEM 9 CONTENT IS DELETED, LEAVING IT BLANK. SECTION 8-20.3(14)C IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THIS SECTION: Loop sealant shall be Crafcol" 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 (March 20, 2023 Kent Special Provision) 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. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment (March 20, 2023 Kent Special Provision) "Non-skid Type 1 Junction Box Frame and Cover" "Non-skid Type 2 Junction Box Frame and Cover" "Non-skid Type 8 Junction Box Frame and Cover" The unit contract price per each for the above items constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and dispose of the existing frame and cover, install the new frame and cover as described above and adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price per each for "6 Foot Diameter Traffic Loop" 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; all additional lead-in wire, sealing; connect new wiring to existing 133EVH Preservation - 212th St - 196' St/Holcomb SP - 133 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 contract price shall also include equipment, tools, materials and labor necessary for the temporary operation of the existing traffic signal system during installation of the new system as well as removal and disposal/salvage of the existing traffic signal system. The unit contract price per each for "Stub-out to Existing Junction Box" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to install a junction box stub out for traffic loops per Kent Special Provisions and WSDOT Standard Specifications. The unit bid shall include but not be limited to: saw cutting the pavement; sand, crushed rock, conduit, testing and any additional labor, materials, tools, supplies and equipment necessary for the satisfactory completion of said item. Sidewalk and curb removal and replacement will be paid for under the corresponding bid items. Reference Kent Standard Plans 6-99. The lump sum unit contract price for "Home Run Cable" shall be complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the home run cable from the junction box to the controller cabinet as shown on the plans and specifications. This bid item does not include conduit as there is already existing conduit which will be utilized for the new loop connection. "Pedestrian Pushbutton (PPB) Post with Curb Base" The unit contract price per each for the above shall constitute complete compensation for all labor, tools, materials, supplies necessary to install a new APS pushbutton on a new accessible breakaway pedestrian pushbutton post with foundation as shown on the plans and WSDOT specifications. This bid item shall include but not be limited to: new concrete foundation, furnish and install new post, wire, stub out, disassembly of the existing pedestrian pushbutton from the signal pole, covering the abandoned holes on the existing pole with sealed corrosion resistance cover, wiring, connection, conduits, fittings, testing, labor and industry inspection, and all other items required for a fully functional system. The Pedestrian Pushbutton (APS) is paid for under the bid item Pedestrian Pushbutton (APS). The unit contract price per each for "Pedestrian Pushbutton (APS)" shall constitute complete compensation for all labor, tools, materials, supplies necessary to remove and dispose of the existing pushbutton system and install a new APS pushbutton mounted in the same location as shown on the plans and WSDOT specifications. This bid item shall include but not be limited to: disassembly of the existing pedestrian pushbutton from the signal pole, installation of a new APS pushbuttons on the existing post or signal pole, covering the abandoned holes on the existing pole with sealed corrosion resistance cover, installation of pushbutton extension as shown on the plans per WSDOT detail IS-2, wiring, connection, conduits, fittings, testing, labor and industry inspection, and all other items required for a fully functional system. 134EVH Preservation - 212th St - 196t" St/Holcomb SP - 134 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 The unit contract price per each for Relocate Existing Pushbutton Assembly Post" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove the existing pedestrian pushbutton assembly including pedestrian heads and install the new foundation, and reinstall the pushbuttons, signs, and pedestrian heads. This work includes but shall not be limited to: removal of the existing pushbutton assembly and covering, fill, and abandoned holes, new concrete foundation, supplying and installing the pedestrian pushbutton post, excavation, backfilling, compacting and other items as specified. Also included in this bid item is the trenching, supplying and installing the conduit, and trench backfill, wiring between pedestrian signal head and pedestrian push button assembly, "Conduit Pipe 2 Inch Diameter Schedule 80 PVC" "Conduit Pipe 4 Inch Diameter Schedule 80 PVC" The unit contract price per lineal foot for the above constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the conduit at the locations shown on the plans and described in the specifications. The bid item price shall include but is not limited to: trench excavation, unsuitable material excavation, hauling and disposal, dewatering, cleanup, backfilling and compaction, fitting, testing, surface restoration, and connection to junction boxes and vaults. The unit contract bid price per ton for "Sand for Conduit Bedding" shall constitute complete compensation for all materials, equipment, tools and supplies necessary to furnish and install the sand for bedding the conduit as shown on the plans and as specified herein. "Countdown LED Pedestrian Head (Type C Mount)" "Righthand Countdown LED Pedestrian Head (Type E Mount)" "Lefthand Countdown LED Pedestrian Head (Type E Mount)" The unit contract price per each for the above items shall constitute complete compensation for all labor, tools, materials, supplies necessary to remove and dispose of the existing pedestrian signal head and install a new 16" pedestrian signal housings along with the LED countdown display modules as shown on the plans and WSDOT specifications. This bid item shall include but not be limited to: disassembly of the existing pedestrian head from the signal pole, installation and mounting of a new pedestrian signal head on the existing signal pole or post, framework assembly, covering the abandoned holes on the existing pole with sealed corrosion resistance cover, wiring, connection, conduits, fittings, testing, labor and industry inspection, and all other items required for a fully functional system. The unit contract price per each for "Installation and Connections - City Owned Video Detection Camera" constitutes complete compensation for the installation and connection of the city owned video detection camera. This bid item also includes all wiring and connections, testing, sighting adjustment for phasing, 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. This item also includes removal of the system after new loops are installed and connected 135EVH Preservation - 212th St - 196' St/Holcomb SP - 135 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 and delivery to City Signal Shop. The video detection system shall remain the property of the City of Kent upon project completion. The unit contract price per each for "Adjust Existing Junction Box to Finished Grade" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates prior to overlay, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract price for "'Relocate Type 2 Junction Box Frame and Cover" per each constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to remove and dispose of the existing frame and cover, backfill, install the new frame and cover in the new location and adjust the specified structure to final finished grade as shown on the plans and described in the specifications. This work includes but shall not be limited to: referencing for future locates, excavating, backfilling, compacting, surfacing and restoration. Adjusting the grade by adding or removing risers, rings, or sections as required will be included in this bid item. Any adjustments made prior to the final finished elevation shall be considered incidental. 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. 8-21 PERMANENT SIGNING SECTION 8-21.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.2 Materials (March 201 2023 Kent Special Provision) 136EVH Preservation - 212th St - 196t" St/Holcomb SP - 136 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE OF THE LAST PARAGRAPH AND ADDING THE FOLLOWING: 8-21.3(4) Sign Removal (March 20, 2023 Kent Special Provision) Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, other metal structural members, and all the existing fastening hardware connecting such 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. All signs 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, 137EVH Preservation - 212th St - 196' St/Holcomb SP - 137 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 8-21.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.3(5) Sign Relocation (March 20, 2023 Kent Special Provision) 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 (March 20, 2023 Kent Special Provision) 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. Contractor shall provide a breakdown of cost per sign and sign with foundation as part of the bid item "Permanent Signing". 8-22 PAVEMENT MARKING SECTION 8-22.1 IS REVISED AS FOLLOWS: THE TEXT UNDER CROSSWALK STRIPE IS REPLACED WITH THE FOLLOWING: A series of 2-feet wide parallel SOLID WHITE lines per Kent Standard Plan 6-75. Crosswalk stripes shall be aligned to avoid the wheel path of through traffic SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials (March 20, 2023 Kent Special Provision) 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) • Plastic Stop Lines (12 inch wide) 138EVH Preservation - 212th St - 196t" St/Holcomb SP - 138 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Parking Stall Lines 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. • Profiled Plastic lane lines • Plastic Flat long lines • Plastic Wide lane lines • Plastic Bike Lane Lines not applied in sidewalk • Profiled Plastic Double Yellow Centerlines • Profiled Plastic Two-Way Left Turn Lane Lines • Plastic Traffic Arrows • Plastic Traffic Letters • Plastic Railroad Crossing makings MMAX AREA MARKINGS WITH CORUNDUM (Type D - Liquid Cold Applied Methyl Methacrylate with Corundum) shall be used when applying the following pavement markings. • Plastic Bike Lane Lines applied in sidewalk • Plastic Bike Lane Symbols • Plastic Green Bike Lane lines • Single Solid Plastic Edge Line applied in sidewalk • Plastic Green Bike Lane • Green bike crossing • All other pavement markings installed in sidewalks and pedestrian pathways for the purpose of directing cyclists. 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 IF to 450 OF (190 °C to 230 IC) 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(540C), 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. 139EVH Preservation - 212th St - 196t" St/Holcomb SP - 139 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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). SECTION 8.22.3 IS SUPPLEMENTED WITH THE FOLLOWING: 8-22.3 Construction Requirements (March 20, 2023 Kent Special Provision) Profiled and Embossed 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. 140EVH Preservation - 212th St - 196' St/Holcomb SP - 140 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 ADD NEW SECTION 8.22.3(A); 8-22.3(A) MMA AREA MARKINGS WITH CORUNDUM (March 20, 2023 Kent Special Provision) New Section 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 Lake 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. Aaaregate: 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. 141EVH Preservation - 212th St - 196' St/Holcomb SP - 141 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Application: Ambient and surface temperature for installation shall be between 40-100°F, and should be 5°F above the dew point temperature with less than 75% relative humidity. 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 (March 20, 2023 Kent Special Provision) The Contractor shall be responsible for referencing and documenting all existing pavement markings. The Contractor's referencing plans shall indicate reference points and offsets taken at consistent intervals sufficient to restore all pavement markings to original configuration within two inches unless otherwise noted on the plans. The Contractor shall demonstrate to the Engineer that referencing has been accomplished prior to performing any work which will remove or cover the existing markings. The Contractor shall also be responsible for laying out all temporary and permanent pavement markings to the existing locations or in modified locations as shown in the plans or directed by engineer. Pavement markings shall be replaced using the materials called for in these Specifications. 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. 142EVH Preservation - 212th St - 196t" St/Holcomb SP - 142 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. On new concrete street pavement, the location of lane lines shall be adjusted such that placement is not at panel seams. 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 (March 20, 2023 Kent Special Provision) The preparation of roadway surfaces related to the installation of RPMs shall meet the requirements of Section 8-09.3(1). Typically, MMAX AREA MARKINGS WITH CORUNDUM material applied to new HMA pavement requires a pavement cure period of 15 days and MMAX AREA MARKINGS WITH CORUNDUM material applied to new Portland cement concrete pavement requires a pavement cure period of 30 days. SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application (March 20, 2023 Kent Special Provision) 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. 143EVH Preservation - 212th St - 19611 St/Holcomb SP - 143 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3)B (March 20, 2023 Kent Special Provision) Line Patterns Double Solid Yellow Center Line - Two solid yellow lines, each 4 inches wide, separated by a 4-inch space. Single Solid Yellow Center Line - One solid yellow line, 4 inches wide, to delineate adjacent curb, barrier, etc. at select locations. Skip Center Line - A broken yellow line 4 inches wide. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Skip center stripe may be used as centerline delineation on select two way highways and streets. 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 40-foot unit consisting of a 10-foot line and a 30-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. Skip Lane Line - A broken white line 4 inches wide to delineate adjacent lanes traveling in the same direction. The broken pattern shall be based on a 40-foot unit consisting of a 10-foot line and a 30-foot gap. Gore / Wide Lane 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 an 8- foot unit consisting of a 2-foot line and a 6-foot gap. 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 8-foot unit consisting of a 2-foot line and a 6-foot gap. Painted Curb - A SOLID stripe, white or yellow or red, wide enough to fully cover the curbing without over spraying onto the pavement. Crosswalk Stripe - A series of pairs of parallel SOLID WHITE lines, minimum 8- feet long as shown in Kent Standard Plan 6-75M and/or plans. The 4 ft x 4 ft clear space beyond the curb face of a curb ramp shall be entirely contained within the width of the crosswalk. 144EVH Preservation - 212th St - 19611 St/Holcomb SP - 144 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Double Dotted Extension Line - Two broken yellow line, each 4 inches wide, separated by a 4-inch space. The dotted pattern shall be based on an 8-foot unit consisting of a 2- foot lines and a 6-foot gap. Edge Line / Solid Lane Line - A single solid white line 4 inches wide used for road edge and lane delineation, bike lane delineation, adjacent lanes traveling in the same direction or bus pull-outs. Diagonal Line (Cross hatch) - A single solid white line 4 inches wide used for striping no vehicle areas. Crosswalk Stripe - A series of two feet wide parallel SOLID WHITE lines per Kent Standard Plan 6-75. SECTION 8-22.3(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(5) Installation Instructions (March 20, 2023 Kent Special Provision) 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 (March 20, 2023 Kent Special Provision) 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. 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 8-09.3(1) of the Kent Special Provisions. 145EVH Preservation - 212th St - 196' St/Holcomb SP - 145 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 The City has not shown the type of 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 SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.4 Measurement (March 20, 2023 Kent Special Provision) 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. Measurement of raised pavement markers will be units of one hundred for each type of marker furnished and set in place. "Plastic Stop Line (24 Inch Wide)" will be measured by the completed linear foot of the 24" wide stop line. 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. SECTION 8-22.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.5 Payment (March 20, 2023 Kent Special Provision) "Single Solid Plastic Edge Line," per linear foot "Single Dotted Plastic Edge Line," per linear foot "Profiled Plastic Double Yellow Center Line," per linear foot "Profiled Plastic Wide Line," per linear foot "Profiled Plastic Skip Line," per linear foot "Profiled Plastic Two Way Left Turn Line," per linear foot "Plastic Stop Line (24 Inch Wide)," per linear foot The lump sum unit contract price for "Referencing Existing Pavement Markings" shall be full compensation for all work required to referencing and document all existing pavement markings as described in Section 8-22.3(1). 146EVH Preservation - 212th St - 19611 St/Holcomb SP - 146 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 (March 20, 2023 Kent Special Provision) 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. DIVISION 8 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS; 8-28 POTHOLE UTILITIES 8-28.1 Description (March 20, 2023 Kent Special Provision) New Section This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, 8-28.2 Materials (March 20, 2023 Kent Special Provision) New Section Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 147EVH Preservation - 212th St - 196t" St/Holcomb SP - 147 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 8-28.3 Construction Requirements (March 20, 2023 Kent Special Provision) New Section The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement (March 20, 2023 Kent Special Provision) New Section Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment (March 20, 2023 Kent Special Provision) New Section Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. 8-30 PROJECT SIGNS 8-30.1 Description (March 20, 2023 Kent Special Provision) New Section This work shall consist of fabrication of the project signs; furnishing and installing all posts, braces, and hardware and installation and maintenance of the project sign(s) (based on the project sign proof in the Appendix). Upon completion of the project the contractor shall remove and dispose of the project sign(s). 8-30.2 Materials (March 20, 2023 Kent Special Provision) New Section Signs shall be 4 feet high by 8 feet wide, half inch plywood or laminated vinyl face and securely mounted on Dibond aluminum panel or approved equal. Sign posts shall be 4 inch x 6 inch Fir or approved equal. 8-30.3 Construction Requirements 148EVH Preservation - 212th St - 196' St/Holcomb SP - 148 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 8-30.3(1) Erection of Posts (March 20, 2023 Kent Special Provision) New Section All posts shall be set reasonably vertical, and deep enough to sustain sign and expected wind loads as determined by the Engineer. 8-30.3(2) Design A (March 20, 2023 Kent Special Provision) New Section Three horizontal 2 inch x 4 inch Fir braces shall be attached to the back of the sign board, one each on the top, the bottom, and in the middle. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.3 Installation (March 20, 2023 Kent Special Provision) New Section Fasten two (2) vertical 4 inch x 6 inch Fir posts evenly spaced at the back of the sign board. Posts shall be of break-away design or installed outside of the roadway clear zone as approved by the Engineer. Attachment of posts and bracing shall meet with the approval of the Engineer. 8-30.4 Measurement (March 20, 2023 Kent Special Provision) New Section Project signs will be measured by the installed and maintained unit. Failure of the Contractor to adequately maintain the project signs,as determined by the Engineer,shall be deemed noncompliance with this Specification. 8-30.5 Payment (March 20, 2023 Kent Special Provision) New Section Payment will be made in accordance with Section 1-04.1, for the following bid item when included in the Proposal: The unit contract price per each for "Project Sign Installation" constitutes complete compensation for furnishing all labor and materials for fabrication, installation and maintenance of project sign(s) for the life of the project and removal and disposal upon project completion. Failure to adequately maintain sign(s) shall be deemed reasonable grounds for the Engineer to adjust the payment made under this bid item. 149EVH Preservation - 212th St - 196' St/Holcomb SP - 149 August 18, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 The maximum passing the U.S. No. 200 sieve is limited to five percent (5%) based on the minus #4 inch fraction. Sieve analysis shall be used to verify that this requirement is met. Recycled materials such as broken concrete or asphalt, shall not be allowed unless specifically authorized in advance by the Engineer. Where additional materials are required to formulate the street sub-base to the cross section denoted in the plans, said additional material shall be Gravel Borrow. * The maximum size of stone for geosynthetic reinforced walls or slopes shall be 100 percent passing 1 1/4 inch square sieve and 90 to 100 percent passing 1 inch square sieve. All other sieve values continue to apply. SECTION 9-03.17 IS DELETED AND REPLACED WITH THE FOLLOWING: (******) 9-03.17 Foundation Material Class I and Class II (March 20, 2023 Kent Special Provision) Foundation Material Class I and Class II shall be used to replace unsuitable material removed from unstable pipe trench bottoms. Foundation Material Class I and Class II shall conform to the following gradations: Percent Passing Sieve Size Class I Class II 6" square 100 --- 4" square --- 100 2" square 0 65-85 1" square --- 40-70 1/4" square --- 20 max All percentages are by weight. In addition, all rock shall be sound, angular ledge rock or recycled cement concrete pavement meeting the following specifications. Suppliers of recycled cement concrete products shall have a quality assurance program reviewed and approved by the City. Each rock or piece of recycled cement concrete pavement shall have at least two fractured faces. Adsorption 3% max (Corps of Engineers CRD-C-107) Accelerated Expansion (15) days 15% max Soundness 5% max loss Density (solid volume) 155 pcf min 150EVH Preservation - 212th St - 196t" St/Holcomb SP - 150 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Specific Gravity 2.48 min 9-03.21 Recycled Material SECTION 9-03.21(1)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-03.21(1)D Recycle Glass (glass cullet) (March 20, 2023 Kent Special Provision) Steel Furnace Slag shall not be used for any purposes. 9-13 RIPRAP, QUARRY SPALLS, SLOPE PROTECTION, AND ROCK FOR EROSION AND SCOUR PROTECTION AND ROCK WALLS SECTION 9-13 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-13.8 Rock for Ditches (March 20, 2023 Kent Special Provision) New Section Rocks for ditches shall meet the following requirements for grading: Sieve Size Percent Passing 12" 95 to 100 6" 40 to 60 3" 10 to 20 3/4" 0 to 5 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.1 Topsoil SECTION 9-14.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.1(1) Topsoil Type A (March 20, 2023 Kent Special Provision) Topsoil Type A (Compost Amended Planting Soil) shall consist of 50 - 67% sand and/or sandy loam and 33 - 50% composted organic material by volume. Total organic matter shall be at least 5% by dry weight for areas where turf will be installed, and at least 10% by dry weight for all other landscape areas. Organic matter shall be determined by Loss-on-Ignition test. Acceptable tests include the most current version of ASTM D2974 "Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils," and TMECC 05.07A "Loss-On-Ignition Organic Matter Method." 151EVH Preservation - 212th St - 196' St/Holcomb SP - 151 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Compost-Amended Planting soil shall not contain any viable seeds or roots capable of sprouting any State-listed noxious weed, or invasive root-propagating plants including but not limited to horsetail, ivy, clematis, knotweed, Scot's broom, reed canary grass, Himalayan blackberry, etc. Soil found to contain these prohibited viable plant materials shall be removed and replaced at the Contractor's expense. A. The soil shall meet the following requirements. 1. The mixed soil shall meet the following gradation: Screen Percent Size * Passing 2 inch 100 1 inch 99-100 5/8" 90 - 100 1/4" 75-100 *Maximum particle length of 6 inches B. Shall have a pH range between 5.5 and 8.5. The pH shall be determined by soil test. C. Organic material shall consist of composted yard debris or organic waste material composted for a minimum of 3 months. Compost shall consist of 100% recycled content and meet all requirements for compost in section 9- 14.4(8) of the Standard Specifications. D. Submit a certified laboratory analysis from an accredited soils testing laboratory indicating the Material source and compliance with all planting soil and compost specifications to the Engineer or project Ecologist for approval no less than seven (7) days before delivery to the Project Site. The analysis shall be with a sample size of no less than 2 pounds. E. Site specific soil testing (after placement of material) may be required for projects requiring more than 50 cubic yards of compost-amended planting soil A Contractor provided accredited laboratory approved by the Engineer shall make recommendations for amendments required for optimum growth at no cost to the owner. The Contractor will be allowed five (5) Working Days to complete the testing from the time of written notice given by the Engineer. F. A sample of the compost amended planting soil shall be provided to the Engineer or project Ecologist in a 1-gallon re-closable bag at least seven (7) days prior to application. 152EVH Preservation - 212th St - 196t" St/Holcomb SP - 152 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 9-14.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.2(4) Sandy Loam (March 20, 2023 Kent Special Provision) Sandy loam shall consist of soil having a maximum clay content of ten percent by weight. In addition, soil particles shall meet the following requirements for grading: Passing 1 inch sieve (square opening) .................. 100% Passing 1 mm sieve ........................................... 80% minimum Passing 0.15 mm sieve....................................... 15% maximum SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Seed (March 20, 2023 Kent Special Provision) Hyd roseed: Seed shall be "Blue Tag" or certified quality. The Contractor shall deliver in unopened containers with mixture seed content and inert material content plainly marked on the outside of the container. Grasses used shall meet the following specifications: Mix A (Roadside and Erosion Control Grass): Weight Seed Mix"A" Min. % Min. % Max. Proportion Ingredient Pure Seed Germination Weed Seed 40% Perennial R e rass 98% 90% 0.5% 40% Creeping Red Fescue 98% 85% 0.5% 10% Colonial Bent grass 98% 90% 0.5% 10% White Dutch Clover 98% 90% 0.5% Pre-inoculated The Contractor shall submit to the Engineer the manufacturer's Certificate of Conformance for seed. A complete analysis of the seed shall be submitted to the City for approval including percent of pure seed, germination, other crop seed, inert and weed and the germination test date. The City reserves the right to reject any or all plant material at any time until final inspection or acceptance. The Contractor shall remove rejected plants immediately from site. The Contractor shall produce upon request sales receipt for all nursery stock and certificates of inspection. SECTION 9-14.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 153EVH Preservation - 212th St - 196t" St/Holcomb SP - 153 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 9-14.4 Fertilizer (March 20, 2023 Kent Special Provision) Fertilizer for trees: Fertilizer shall consist of slow-release commercial fertilizer (6- 10-8). Fertilizer for upland seeded areas: Lilly Miller or approved equal to provide the following nutrients: All areas which are seeded shall receive fertilizer of the following proportions and formulation: Total available Nitrogen ............................. 16% of weight (of which 50% is derived from ureaform) Total available Phosphorous ....................... 16% of weight Total available Potassium........................... 16% of weight Fertilizer for wetland seeded areas: All areas which are seeded in wetlands or in detention ponds shall receive fertilizer of the following proportions and formulation: Total available nitrogen ............................. 21% (Analyzed as N) Available phosphorous............................... 0% (Analyzed as P205) Available potassium ................................. 10% (Analyzed as K20) Above percentages are proportioned by weight. The Contractor shall deliver fertilizer to the site in original unopened containers bearing manufacturer's chemical analysis, name, trade name, trade mark, and indication of conformance to state and federal laws. Instead of containers, fertilizer may be furnished in bulk with certificate indicating the above information. 9-14.5 Mulch and Amendments SECTION 9-14.5(8) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.5(8) Compost (March 20, 2023 Kent Special Provision) Compost shall not contain any sawdust, straw, green or under-composed organic matter, under-sterilized manure or toxic or otherwise harmful materials. SECTION 9-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-14.5(10) Wood Cellulose Fiber (March 20, 2023 Kent Special Provision) New Section 154EVH Preservation - 212th St - 196t" St/Holcomb SP - 154 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Wood cellulose mulch shall be specially processed 100 percent virgin wood fiber containing no growth or germination-inhibiting ingredients. It shall be manufactured in such a manner that after addition and agitation in slurry tanks with water, the fibers in the material will become uniformly suspended to form a homogenous slurry. When hydraulically sprayed on the ground, the material shall allow the absorption and percolation of moisture. Wood cellulose fiber shall be Weyerhaeuser Silva-Fiber Plus w/Tackifier or approved equal. Organic matter content shall be at least 93 percent on an oven-dry basis as determined by ASTM D 586. The moisture content shall be no more than 15 percent as determined by oven dried weight. Each package of the cellulose fiber shall be marked by the manufacturer to show the dried weight content. 9-28 SIGNING MATERIALS AND FABRICATION SECTION 9-28.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-28.1 General (March 20, 2023 Kent Special Provision) 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(2) Steel Structures and Posts (March 20, 2023 Kent Special Provision) 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 155EVH Preservation - 212th St - 196t" St/Holcomb SP - 155 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 V-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. 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 (March 20, 2023 Kent Special Provision) 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 (March 20, 2023 Kent Special Provision) Box frame and lid shall be hot dip galvanized only. 9-29.2(1)B Heavy-Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. 9-29.3 Fiber Optic Cable, Electrical Conductors, and Cable 156EVH Preservation - 212th St - 196t" St/Holcomb SP - 156 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 9-29.3(2)I IS REVISED AS FOLLOWS: 9-29.3(2)I Twisted Pair Communication Cable (March 20, 2023 Kent Special Provision) 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. 9-29.61-ight 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 (March 20, 2023 Kent Special Provision) 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 (March 20, 2023 Kent Special Provision) 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 (March 20, 2023 Kent Special Provision) 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 157EVH Preservation - 212th St - 196' St/Holcomb SP - 157 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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 B108. The base flange shall be joined to the pole shaft by means of complete 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. 9-29.12 Electrical Splice Materials SECTION 9-29.12(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(1) Illumination Circuit Splices (March 20, 2023 Kent Special Provision) 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 ScotchkoteTM 054007-14853 Electrical Coating. SECTION 9-29.12(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.12(2) Traffic Signal Splice Material (March 20, 2023 Kent Special Provision) 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 TM#06147 Electrical Moisture Sealant, or approved equal. 158EVH Preservation - 212th St - 196' St/Holcomb SP - 158 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 9-29.13 IS REVISED BY REPLACING THE LAST SENTENCE WITH THE FOLLOWING: 9-29.13 Control Cabinet Assemblies (March 20, 2023 Kent Special Provision) Traffic Signal Control Cabinet Assemblies shall meet the requirements of NEMA TS2 Specification. SECTION 9-29.13(1) IS REVISED BY REPLACING THE THIRD SENTENCE WITH THE FOLLOWING: 9.29.13(1) Environmental, Performance, and Test Standards for Solid-State Traffic Controller Assemblies (March 20, 2023 Kent Special Provision) NEMA control assemblies shall meet or exceed current NEMA TS 2 Environmental Standards. SECTION 9-29.13 (2) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(2) Traffic Signal Controller Assembly Testing (March 20, 2023 Kent Special Provision) Each traffic signal controller assembly shall be tested as follows. The Contractor shall: 1. Prior to shipping, arrange controller cabinet testing with City of Kent Transportation. 2. If the traffic signal control assembly passes all testing, the Contractor will be notified the cabinet is ready for pick-up. 3. If the traffic signal control assembly fails testing, the Contractor has 7 calendar days to repair or replace the failed components. Once all repairs are completed, the testing will resume. SECTION 9-29.13(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(3) Traffic Signal Controller (March 20, 2023 Kent Special Provision) The traffic-actuated controller for all City traffic signals shall be a Econolite Corp. Cobalt Controller. 159EVH Preservation - 212th St - 196t" St/Holcomb SP - 159 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 9-29.13(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9.29.13(4) Traffic-Signal Controller Software (March 20, 2023 Kent Special Provision) Controller shall be provided with the most current software release that operates fully with the City's Cental System Software. Current version of controller maintenance and operation documentation shall be provided with each controller in an electronic format. SECTION 9-29.13(5) IS REVISED AS FOLLOWS: 9-29.13(5) Flashing Operations (March 20, 2023 Kent Special Provision) 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 load switches. 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. REVISE ITEM 5 BY DELETING "at the beginning of major street green" IN THE LAST SENTENCE. SECTION 9-29.13(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE END OF THE SECTION: 9-29.13(7) Wiring Diagrams (March 20, 2023 Kent Special Provision) The cabinet wiring drawing shall also be provided in AutoCAD v2008 file. All cabinet wiring, and layout shall fit on (1) E1 size sheet, multiple pages shall not be allowed. Component cut sheets and equipment operating manuals shall be provided for devices used within the controller cabinet. 160EVH Preservation - 212th St - 196t" St/Holcomb SP - 160 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 9-29.13(10)A IS REVISED AS FOLLOWS: 9-29.13(10)A Auxiliary Equipment for NEMA Controllers (March 20, 2023 Kent Special Provision) 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 double outlet shall also be provided on the panel. The panel shall be side or bottom-hinged. 161EVH Preservation - 212th St - 196' St/Holcomb SP - 161 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 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. SECTION 9-29.13(10)C IS REVISED AS FOLLOWS: 9-29.13(10)C NEMA Controller Cabinets (March 20, 2023 Kent Special Provision) ITEM 1 IS REPLACED WITH THE FOLLOWING: 1. The controller cabinet shall be a 44-inch wide Type P-1 and shall be constructed of aluminum. Cabinets shall be finished inside with an approved finish coat of exterior white enamel. The outside of the aluminum cabinet shall be unfinished. ITEM 2 IS REPLACED WITH THE FOLLOWING: 2.The cabinet shall contain shelving, brackets, racks, etc., to support the controller and auxiliary equipment. All equipment shall set squarely on shelves or be mounted in racks and shall be removable without turning, tilting, or rotating or relocating one device to remove another. The cabinet shall be provided with two (2) shelves that are reinforced with a welded V channel, fabricated from 5052- H32 0.125-inch thick aluminum with double flanged edges rolled front to back. Slotted or round holes shall be provided on front and back flanges for the purpose of tying off wire bundles. One detector rack shall support (16) channels of loop detection, (1) Buss Interface Unit (BIU) and (4) channel of OpticomT"' This rack shall be capable of using half width 4-channel loop amplifiers, half width Buss Interface Unit (BIU) and both two channel or four channel OpticomTM cards. The other three detector racks shall support (16) channels of loop detection using half width 4-channel loop amplifiers and one (1) half width Buss Interface Unit (BIU). 162EVH Preservation - 212th St - 196' St/Holcomb SP - 162 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 9-29.16 Vehicular Signal Heads, Displays, and Housing SECTION 9-29.16(2)A IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.16(2)A Optical Units (March 20, 2023 Kent Special Provision) 1. Light emitting diode (LED) light sources are required for all signal displays. a. Wattage (maximum): 35 watts. b. Voltage: The operating voltages shall be between 85 VAC and 130 VAC. c. Temperature: Temperature range shall be -35 C to +70 C. d. LED Types: Red balls shall be Dialite TM, part number 433-1210-003XL15, or approved equal; red arrows shall be Dialite TM, part number 432-1314- 001XOD15, or approved equal; green balls shall be DialiteT"', part number 433-2220-001XL15, or approved equal; green arrows shall be DialiteTM, part number 432-2324-001XOD15, or approved equal; yellow balls shall be Dialite TM, part number 433-3230-901XL15, or approved equal; yellow arrows shall be Dialite TM, part number 431-3334-901XOD15 or approved equal. e. Enclosure: The enclosure for the LEDs and associated circuitry shall be dust and water-resistant. f. Lens: The lens shall be a polycarbonate lens. The lens shall be free from bubbles, flaws, and other imperfections and shall not be diffused. g. Warranty: A fifteen-year written manufacturer's warranty from date of installation on parts and materials will be provided. h. Label: A label shall be provided on the LED housing. The Contractor shall mark the label with a permanent marker to note the installation date. SECTION 9-29.16(2)B MODIFIES THE 3RD AND 4TH SENTENCES IN THE FIFTH PARAGRAPH AS FOLLOWS: 9-29.16(2)B Signal Housing (March 20, 2023 Kent Special Provision) In the third sentence of paragraph 5, all words following the words "stabilized polycarbonate plastic" shall be deleted. The fourth sentence in paragraph 5 is replaced with "Visors shall be flat black in color inside and shall be dark green on the outside." 163EVH Preservation - 212th St - 196' St/Holcomb SP - 163 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS IS DELETED IN ITS ENTIRETY. SECTION 9-29.19 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.19 Pedestrian Push Buttons (March 20, 2023 Kent Special Provision) Where noted in the contract, pedestrian push buttons of substantially tamper-proof construction shall be furnished and installed. They shall consist of a 2-inch nominal diameter plunger and be ADA compliant. ADA push buttons shall be Campbell Company, AdvisorT" (AGPS) or Campbell Company, Guardian TM type assemblies or approved equal. The pedestrian push button assembly shall be constructed as shown in the plans. The assembly shall be constructed so that it will be impossible to receive an electrical shock under any weather conditions. SECTION 9-29.20 IS DELETED AND REPLACED WITH THE FOLLOWING: 9-29.20 Pedestrian Signals (March 20, 2023 Kent Special Provision) Pedestrian signals shall be (filled in) Hand/Man with Countdown Display, containing LED type optics only. Countdown pedestrian signals shall be (Gelcore part number PS7-CFF1-01A-18 or approved equal). SECTION 9-29.21 IS REVISED AS FOLLOWS: 9-29.21 Flashing Beacon (March 20, 2023 Kent Special Provision) Delete the words "12 inch yellow displays shall be dimmed 50% after dark". 164EVH Preservation - 212th St - 196t" St/Holcomb SP - 164 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 9-29.24 IS REVISED AS FOLLOWS: 9-29.24 Service Cabinets (March 20, 2023 Kent Special Provision) ITEM 9. IS REPLACED WITH THE FOLLOWING: 9. All service enclosures shall be fabricated from 0.125 inch (minimum) 5052 H 32 ASTM designator or B209 aluminum. The exterior of the aluminum service panel shall be unfinished. SECTION 9-29.24(2) IS REVISED AS FOLLOWS: 9-29.24(2) Electrical Circuit Breakers and Contactors (March 20, 2023 Kent Special Provision) REPLACE THE SECOND PARAGRAPH WITH THE FOLLOWING: Mercury contactors shall not be permitted. SUPPLEMENT THE END OF THIS SECTION WITH THE FOLLOWING THREE PARAGRAPHS: Electrical service will be 120 / 240 volts, 60 Hz. AC where and as noted on the Street Lighting and/or Traffic Signal Plans, and include a meter base to allow installation of a power meter. Service conductors shall be stranded copper wires. The smallest service wire shall be #2 AWG USE from the Puget Sound Energy (PSE) connection to the service cabinet. The electrical service cabinet and service point shall be installed by the Contractor where shown on the Street Lighting and/or Traffic Signal Plans. The service panel shall consist of a 2 pole, 240 VAC, 100 amp Main Breaker for control of all power. The panel shall be equipped with a single 1 pole, 120V, 30 amp branch breaker for a traffic signal, four 2 pole, 240 VAC, 20 amp branch breakers for the lighting circuits, a single 1 pole, 120 VAC, 15 amp lighting control breaker, and a single 1 pole, 120 VAC, 20 amp breaker for the GFI receptacle. See Kent Standard Plan 6- 96 for service cabinet information. The service panel shall include a switch to bypass the photocell for street light testing. The electrical service cabinet shall be weather tight. The cabinet shall be equipped with a blue core BestTM lock in the cabinet door. See Kent Standard Plans 6-96 for additional information. 165EVH Preservation - 212th St - 19611 St/Holcomb SP - 165 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 SECTION 9-29 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 9-29.26 Traffic Signal Battery Backup Power Unit (March 20, 2023 Kent Special Provision) 1. Features: Insert new feature specifications. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 Pipe SECTION 9-30.1(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.1(1) Ductile Iron Pipe (March 20, 2023 Kent Special Provision) Pipe for water mains shall be cement mortar lined ductile iron Class 52 and conforming to the latest revisions to the ANSI specifications. Connections shall be mechanical or push-on joint with rubber gaskets unless otherwise specified on the plans. 9-30.2 Fittings SECTION 9-30.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.2(1) Ductile Iron Pipe (March 20, 2023 Kent Special Provision) Cast or ductile iron pipe fittings shall have the same coating, lining and strength as the pipes to which they are connected. Fittings shall be flanged or mechanical joint. Mechanical joint fitting gaskets shall be vulcanized styrene butadiene rubber gaskets (SBR) in accordance with the most current version of AWWA standard C111/A21.11. Flanged joint fitting gaskets shall be full face synthetic rubber gaskets appropriate to meet the required pressure rating in accordance with the most current version of AWWA standard C115/A21.15. 9-30.3 Valves SECTION 9-30.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-30.3(1) Gate Valves (3 to 16 Inches) (March 20, 2023 Kent Special Provision) 166EVH Preservation - 212th St - 196t" St/Holcomb SP - 166 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 Gate valves shall be resilient wedge gate type as manufactured by Clow, American Darling, Waterous, Dresser M&H, Mueller or an approved equal, with epoxy-coated valve interiors. They shall conform to AWWA specifications C-509, and shall have a working pressure rating of 250 psi, unless otherwise specified in the Kent Special Provisions. They shall be iron bodied bronze mounted, non-rising stem, and counterclockwise opening. Valve stems shall be provided with O-ring seals. SECTION 9-30.3(4) IS DELETED AND REPLACED WITH THE FOLLOWING: 9-30.3(4) Valve Boxes (March 20, 2023 Kent Special Provision) Valve boxes shall be installed on all buried valves and conform to Kent Standard Plan 3-7. The box shall be of cast iron, 2-piece design with a base corresponding to the size of the valve and the top section. The box shall be coal-tar painted by the manufacturer using industry standards. The valve box top section shall be an Olympic Foundry No. 940. The cover shall be an Olympic Foundry deep skirt No. 940 DS, have the word "WATER" cast into it, and shall be of the non-locking type, unless a locking cover is specifically called for in the Kent Special Provisions or shown on the plans. The bottom section shall be an Olympic VB-1C or approved equal. A 3 feet x 3 feet x 6 inches concrete pad, flush with finish grade, shall be poured around each valve box top section not located within asphalt or concrete finished areas. Valve box covers shall have the lugs or stainless cap screws installed parallel to the direction of water flow. 167EVH Preservation - 212th St - 196t" St/Holcomb SP - 167 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 KE NT 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. WATER 3-7 Valve Box and Operating Nut Extender STREET 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joint Example 6-35 Expansion and Contraction/Control Joints 6-38 Curb Ramp Locations 6-44 Industrial Cement Concrete Driveway Approach Depressed Sidewalk 6-72a Standard Monument, Monument Case, Cover and Riser 6-72b Alternate Diameter Monument Case Riser 6-74 Typical Lane Markings 6-75 Thermoplastic Crosswalk Markings 6-76 Plastic 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 6-93 Junction Boxes 6-97 Traffic Signal Controller Cabinet Base 6-98 Induction Loop Details 6-99 Induction Loop Installation Notes 1EVH Preservation - 212th St - 196' St/Holcomb A - 1 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 NOTES: 1. CATCH BASIN TO BE CONSTRUCTED IN ACCORDANCE WITH ✓ AASHTO M 199, (ASTM C 478,&ASTM C 890) UNLESS ✓ �4Y2"TO 9" OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT ✓ ✓ �� DEPENDING STANDARD SPECIFICATIONS. ON FRAME AND GRATE 2. AS AN ACCEPTABLE ALTERNATE TO REBAR,WELDED WIRE REQUIRED FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL FRAME AND GRATE COMPLY TO AASHTO M 221 (ASTM A 1064). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. SEE STANDARD PLANS 5-4 THRU 5-9 AND 5-12 3. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE KNOCKOUT DIAMETER SHALL NOT EXCEED 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. PROVIDE A 1.5"MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. S 4. ALL JOINTS IN THE BRICKS,GRADE RINGS, RISERS AND 5 CASTINGS SHALL BE SEATED IN MORTAR. PICK HOLES, CRACKS AND ANY OTHER JOINTS SHALL BE FINISH 16"OR 12" GROUTED TO PROVIDE A WATERTIGHT STRUCTURE. 5. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. DEPTHS GREATER ONE#3 BAR HOOP FOR 6"HEIGHT 6"WEIGHS 200 LBS. THAN 5 FEET REQUIRE UPSIZING TO A TYPE II STRUCTURE. TWO#3 BAR HOOPS FOR 12"HEIGHT 12"WEIGHS 580 LBS. RECTANGULAR ADJUSTMENT SECTION 6. NON-CEMENTITIOUS MATERIALS ARE NOT ALLOWED IN SETTING OF FRAMES TO FINAL FINISH GRADE. PIPE SHALL NOT PROTRUDE STATION AND OFFSET POINT WHEN DESIGN AND MORE THAN 2"INTO LAYOUT PROVIDED BY THE CITY OF KENT, UNLESS STRUCTURE OTHERWISE NOTED ON THE PLANS MORTAR(TYP.) 3" INSTALL MANHOLE 44" 5'-0" ADAPTER, "SAND PVC #3 BAR MAX. AN HDPE PIPES OR 44" EACH CORNER AS REQUIRED BY 21" OTHER PIPE TYPES MIN. I.E. #3 BAR 18" EACH SIDE (TYP.) MORTAR(TYP.) #3 BAR EACH WAY 4" L 30 �j PRECAST BASE SECTION TYPICAL SECTION (WEIGHS 2170 LBS.) PIPE ALLOWANCES NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN PIPE MATERIAL MAX. INSIDE ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER DIAMETER �� ��� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF REINFORCED OR OF Wkq, KENT.A COPY MAY BE OBTAINED UPON REQUEST. PLAIN CONCRETE 12 � ��Q 11, � ' 0�1� CITY OF KENT ENGINEERING DEPARTMENT • ALL METAL PIPE 15" y KENT CATCH BASIN TYPE I ti WAt NINOTON SOLID WALL PVC `6 �I 38296 G �� �� DESIGNED coK (WSDOT STD. SPEC. 15 Cf�� DRAWN COK SCALE NONE STANDARD PLAN " 9-05.12(1)) �IOIVAL �� CHECKED COK DATE 9/2020 APPROVED G ENGINEER J #6 BARS @ 7"CENTERS BOTTOM FACE WITH 20"x24",OR �I� 3 „ '\ , -\ 1"MIN.COVER 3� 0 24" DIAM.. 2 TYP. � 6"OR 12" I °•o 120 2"TYP� ONE#3 BAR HOOP FOR 6" TWO#3 BAR HOOPS FOR 1 (V 12" AS AN ACCEPTABLE ALTERNATIVE TO REBAR,WIRE MESH HAVING 96"TOP SLAB 1"MIN. A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE 2 1/2" MAX. USED FOR ADJUSTMENT SECTIONS. RECTANGULAR ADJUSTMENT SECTION 20"x 24",OR #5 BARS @ 6"CENTERS 24" DIAM. \�� �� BOTTOM FACE WITH 1" MIN.COVER S6 21 R TYP i 6" 2"TYP.� �l 72"TOP SLAB 1"MIN. CONVERSION RISER 2 1/2"MAX. #4 BARS @ 6"CENTERS \ BOTTOM FACE WITH 1" 34" \ 2"CLR. MIN.COVER TYP. i 20"x 24",OR it 24"DIAM. 2' MIN. 20" 2"TYP. \ / ONE#3 \ BAR HOOP - - 4" S„ 48"&54" TOP SLAB CIRCULAR ADJUSTMENT SECTION TYPICAL ORIENTATION FOR ACCESS AND STEPS NOTES: 1. SLAB OPENING SHALL BE 24"X 20" FOR NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT t' AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE RECTANGULAR AND 24" DIAMETER FOR FFRE[ ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ROUND. WA �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 2. SEE STANDARD PLAN 4-5 FOR STEP, CITY OF KENT LADDER AND GRADE RING. Y 0 ENGINEERING DEPARTMENT U 3.ONLY ONE STYLE OF CATCH BASIN KENT MISC. DETAILS FOR DRAINAGE STEPS MAY BE USED IN A CATCH WASNINOTON STRUCTURES BASIN. DO NOT MIX STYLES. 38296 A j DESIGNED COK �m�S 1� DRAWN COK SCALE NONE STANDARD PLAN IVAIJ CHECKED COK DATE 12Z2019 C Z APPROVED ENGINEER J J A A 29 1/4" 5/8"-11 NC 26" L BOLT-DOWN HOLE 24 1/4" (2 PLACES TYP.) 22 1/2" o 0 -41� TOP VIEW 1 5/8"TYP.— 20 1/4" �7/8"TYP. 1 5/8"TYP. MIN. 1 1/4" 3 3/41L[\�Lj __L A 4 1/2" I 2 1/2" 18 1/2"� 3/4" 22" 25 1/4" SECTION A-A NOTES: 1. MATERIAL USED FOR THE FRAME SHALL BE CAST IRON ONLY. (PER ASTM A48 CL30 H-20 LOADING). 2. TOP OF FRAME SHALL BE ADJUSTED EVEN WITH ROADWAY SECTION. 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 ��OF WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT 20 x 24 38296 W—HI.uru. CATCH BASIN FRAME � IST � DESIGNED CO: SCALE NONE STANDARD PLAN DRAWN COK �S's10NAL � CCHECKED COK DATE 12A2019 ENGINEER — APPROVED 1� �1 5/8"TYP. 3" 5" 5" 3" 1 3/8"TYP. 20" f TOP VIEW END VIEW 24" 1 1/4" 1 5/8" 1 5/8" 2 1/4" 1/2"INSET 1- DIRECTION OF FLOW HEX SOCKET 1 5/8" }�15/16" 2 3/4'2 3/4" 3 1/2"R. j RTIN 1/8 �/8„ 5/16 R. 5/8 PAG LINE FRONT VIEW VANE DETAIL 2" NOTES: 1 1/4" 3/4" 1. PROVIDE FRAME SHOWN IN STANDARD PLAN 5-4. 5/8"-11 NC-2A 2. PROVIDE 2-5/8"DIAMETER STAINLESS STEEL ALLEN TYPE STAINLESS STEEL BOLTS COUNTER SUNK FLUSH WITH COVER. SECURING BOLT 3. GRATE SHALL BE STAMPED"DUMP NO POLLUTANTS", T2" "OUTFALL TO STREAM". rl 4. ALL LETTERING SHOWN SHALL BE 1/2"AND SHALL BE RECESSED �--1/2" 5/8" UNLESS OTHERWISE INDICATED. SLOT DETAIL 5. DUCTILE IRON ASTM A-536 GRADE 80-55-06 H-20 RATED. SLOT FORMED AND RECESSED FOR 5/8"- 11 NC x 2" 6. GRATE SHALL BE LOCKING. S.S. SOCKET HEAD(ALLEN HEAD)CAP SCREW. 7. BI-DIRECTIONAL VANED GRATES ARE REQUIRED WHEN LOCATED IN A LOW-SPOT. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �jFF�EY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3 WA h+I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT 20 x 24 38296 WA.HINOTON VANED GRATE � ,� 0� '�(IST- �'� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK�SSIONAL �� CHECKED COK DATE 12/2019 ENGINEER 5-5 APPROVED DUMPIV6 - --------------------------- <•} •. -------- ------ PUBLIC CATCH BASIN MARKER a M 40 • s f PRIVATE CATCH BASIN MARKER NOTE: 1. CATCH BASIN MARKER SHALL BE AFFIXED WITH MANUFACTURER'S EPDXY IN DRY WEATHER,40 DEGREES AND WARMER.IF CURB EXISTS, MARKER IS PLACED ON TOP OF CURB. IF RAISED EDGE PAVEMENT, MARKER PLACEMENT IS ON THE WEDGE. IF NEITHER EXIST, MARKER WILL BE PLACED ON SIDE LEAST EXPOSED TO TRAFFIC. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �� ��Y ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WAtighrl�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • KENT STORM DRAIN MARKERS 8296 WA�HINGTOM 3 � �' ol DESIGN OOK ST�' �'�� DRAWN ED COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK JDATE 12A2019 G Z APPROVED ENGINEER J J 12" 6" Lu 911 1011 5 1 2" a 2 1/2 5" �f ti u- L y\ < EPDXY LL ADHESIVE N o FOR FRESH - �� Lu CONCRETE �o Lu 0 1'R 1 R COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 18" 30 LB ROOFING FELT,6 MIL PLASTIC COMBINED CURB AND GUTTER OR APPROVED EQUAL CL OF CURB SEE NOTE 4 IS 10.1 2' 3 1/2", 5'-0"HAND TROWELED I—'I % TAPER SECTION 1%MIN. - — P 20MAX. v a 6"All 2411 _ ROLLED CURB N I N r-I iO SIDEWALK 4" 12" MAINTAIN EDGE 2411 OF CONCRETE CURB---- ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL 1/2" FOR POSITIVE SLOPE LIP BETWEEN GUTTER AND CURB 1"FOR NEGATIVE SLOPE }5� 2%MAX. /o MAX, -SLOPE` GUTTER SHALL BE 8" THICK AND REINFORCED = io WHEN INSTALLED NEAR tO COMMERCIAL DRIVEWAYS 12" 6" 12" 6" IS ADA RAMP DRIVEWAY NOTES: NOTE: 1. CONCRETE CLASS 3000. TYPICAL, 4. DESIGN SIDEWALK CROSS GRADE SHALL FACE OF CURB SHALL UNLESS WITHIN DRIVEWAY SECTION, BE 1.5%.CONSTRUCTION TOLERANCE -- - -1--r}r NOT EXTEND BEYOND SEE DRIVEWAY STANDARD PLANS. SHALL BE 1% MIN AND 2%MAX. THE FACE OF GUARDRAIL TOWARD 2• ROLLED CURB MAY ONLY BE USED 5. FORMS SHALL BE STEEL UNLESS THE TRAFFIC LANE WITHIN A CUL-DE-SAC OR ON A PRIVATE OTHERWISE APPROVED. FORMS SHALL 811 STREET(KENT STD. PLAN 6-18). BE SET TRUE TO LINE AND GRADE AND 1 1 2" SECURELY STAKED PRIOR TO CONCRETE 3. IN ROADWAY SECTIONS WITH SUPER PLACEMENT. ELEVATION,THE GUTTER PAN WILL ,VARIES MATCH THE ADJACENT PAVEMENT SLOPE. j NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER D SIB THE CITY OF KENT.APPROVED PUBLICATION ACOPY MAYB E I S KEPT O N FILE AT OBAINEDU ON REQUEST. �� I� PAVEMENT a4 - CITY OF KENT EXTRUDED CURB UNDER GUARDRAIL c � ENGINEERING DEPARTMENT KENT CEMENT CONCRETE 38296 �� WASHINGTON CURBS 0 ISmF74L� �� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �IOIVAL �� CHECKED COK IDATE 9/2020 6—J J ENGINEER APPROVED 3/8" EXPANSION JOINT FULL DEPTH BOND BREAK MATERIAL: (TYP.)SEE NOTE 2 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL. SEE NOTE 6 CB FULL WIDTH ADA DETECTABLE U WARNING SURFACE(TYP.) 1 1 1 ♦ CURB RAMP 1 1 FULL DEPTH BOND BREAK MATERIAL: OR DRIVEWAY 1 j 30 LB ROOFING FELT,6 MIL PLASTIC 1 ♦ OR APPROVED EQUAL. SEE NOTE 6 I 1/4"WIDE x 25%SLAB DEPTH (1"MIN.) CONTRACTION/CONTROL JOINT(TYP.)SEE NOTE 4 3/8" EXPANSION JOINT �CB (TYP.)SEE NOTE 2 SEE KENT STANDARD PLAN SECTION 5 FOR BLDG ADDITIONAL CB GRATE 1/4"WIDE x 25%SLAB DEPTH REQUIREMENTS (1" MIN.)CONTRACTION/CONTROL -- JOINT(TYP.)SEE NOTE 4 3/8" EXPANSION JOINT (TYP.)SEE NOTE 1 LEGEND: A - --- A f� BOND BREAK JOINT EXPANSION JOINT ----- CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: 4"THICK SIDEWALK 30 LB ROOFING FELT,6 MIL PLASTIC OR APPROVED EQUAL NOTES: SECTION A-A 1. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED 6. INTERFACE BETWEEN CURB AND ADJACENT SIDEWALK ON JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS; POLES, POSTS, INTEGRAL POUR CONSTRUCTION SHALL BE FORMED WITH AND UTILITY CASTINGS AND ALONG WALLS OR STRUCTURES IN PAVED 1/4"RADIUS EDGING TOOL.ON SEPARATE POUR INSTALL AREAS.JOINT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF BOND BREAK JOINT MATERIAL FULL DEPTH BETWEEN THE AASHTO M33(ASTM D994). CURB OR THICKENED EDGE,ADA RAMP AND THE ADJACENT SIDEWALK. 2. AN EXPANSION JOINT CONSISTING OF 3/8"x FULL DEPTH OF PREMOLDED JOINT MATERIAL SHALL BE PLACED IN CURBS AND SIDEWALKS AT 150 FOOT 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND MAX.INTERVALS,AT SIDES OF DRAINAGE INLETS AND AT P.C.AND P.T. OF OTHER APPURTENANCES WITHIN THE SIDEWALK LIMITS CURB RETURNS,WHEN CURBS AND/OR SIDEWALKS ARE PLACED BY MUST INCLUDE A SLIP-RESISTANT SURFACE MATCHING THE SLIP-FORMING,A PREMOLDED STRIP UP TO 1/2"THICK AND UP TO FULL GRADE OF THE SURROUNDING SIDEWALK. SUCH DEPTH MAY BE USED. APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS IN SIDEWALK SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY PLANTING STRIP. 4. CONTRACTION/CONTROL JOINTS NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CONSISTING OF 1/4"WIDE x 25%SLAB AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE DEPTH SHALL BE TOOLED INTO ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WA THE THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONCRETE FINISH AND SHALL BE MADE I� IN SIDEWALK AT FIVE FOOT INTERVALS, � �} ����j CITY OF KENT INTERMEDIATE TO THE EXPANSION `'�` ENGINEERING DEPARTMENT JOINTS. KENT CURB AND SIDEWALK JOINT 5. AS ALTERNATIVE TO EXPANSION JOINTS W-HINo*o• EXAMPLE AROUND STRUCTURES, REINFORCING �� 3829- �� BARS MAY BE EMBEDDED IN CONCRETE O�1,� ��ISmF]g� �� DESIGNED COK SCALE NONE STANDARD FLAN c/�Y (y� DRAWN COK ON FOUR SIDES OF STRUCTURES. SIONAL �� CHECKED COK IDATE �2A2019 6-34 APPROVED ENGINEER EXPANSION150'MAX. BROOMED FINISH JOINT(TYP.) 5' 5' PERPENDICULAR SEE DETAIL"A" 4"SHINE TYP. 2"SHINE TO PEDESTRIAN FINISH \ FINISH TRAVEL(TYP.) EXPANSION ♦♦ A ♦♦ JOINT(TYP.) SIDEWALK ♦ \ WIDTH VARIES ♦♦♦♦ �V�� ♦ ♦ SEE DETAIL"A" WIDTH VARIES ♦ \ PLANTER STRIP CONTRACTION/CONTROL V A (WHEN REQ'D) JOINT(TYP.)SEE DETAIL"B" A CURB AND GUTTER \ SS EXPANSION JOINT FOR NEW SEWER CONSTRUCTION; EXPANSION JOINT (TYP.)SEE DETAIL"A„ STAMP FACE OF CURB WHERE SIDE \ (TYP.)SEE DETAIL"A" SEWER CROSSES PERPENDICULAR TO CURB. 3"HIGH LETTERS 1/4"DEPTH. 150'MAX. 4"SHINE 2"SHINE FINISH FINISH 4" v 4" 2" 3/8"x FULL DEPTH EXPANSION JOINT 2" CONTRACTION/CONTROL MATERIAL, 150' MAX. O.C. SEE NOTES JOINT, 5'O.C.SEE NOTE 2 DETAIL"A" DETAIL"B" EXPANSION JOINT CONTRACTION/CONTROL JOINT FULL DEPTH BOND BREAK MATERIAL: PEDESTRIAN TRAVEL DIRECTION 4" 1.5% 30 LB ROOFING FELT, 6 MIL PLASTIC SHINE MAX OR APPROVED EQUAL DRIVEWAY FINISH SIDEWALK SEE NOTE 6 1.5% 411 f- 4"CONCRETE PER WSDOT STD. SPECIFICATION 8-14 4" MIN. 211 2"CRUSHED SURFACING 6"CEMEN CONCRETE DRIVEWAY APRON 3/8"x FULL DEPTH TOP COURSE AND GUTTER FOR RESIDENTIAL DRIVEWAYS. EXPANSION JOINT 8"REINFORCED CEMENT CONCRETE APRON MATERIAL,SEE CURB,GUTTER AND SIDEWALK CROSS SECTION AND GUTTER FOR COMMERCIAL DRIVEWAYS. NOTE 1 DRIVEWAY CROSS SECTION NOTES: 1. EXPANSION JOINT MATERIAL TO BE 3/8"x FULL DEPTH AND SHALL BE 7. WHERE SIDEWALK CROSSES HYDRANT LATERAL; CENTER 3'WIDE PANEL ACROSS LATERAL, USE EXPANSION JOINT,SEE KENT PLACED AT 150'O.C.SPACING. ELASTOMETRIC JOINT MATERIAL SHALL BE STANDARD DETAIL 3-1. IN CONFORMANCE WITH WSDOT STD. SPECIFICATION SECTION 9-04.1 (4). 8. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER 2. CONTRACTION/CONTROL JOINT SHALL BE 1/4"WIDE BY 25%SLAB DEPTH; APPURTENANCES WITHIN THE SIDEWALK LIMITS MUST INCLUDE A 1" DEEP FOR 4"SLAB, 1.5" DEEP FOR 6"SLAB, 2" DEEP FOR 8"SLAB, AT 5' SLIP-RESISTANT SURFACE MATCHING THE GRADE OF THE SPACING. SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 3. EXPANSION JOINTS SHALL BE INSTALLED IN CURB &GUTTER AND SIDEWALK AT P.C. &P.T.AT NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ALL CURB RETURNS AND ALL ANGLE POINTS. ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER F RE�- AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 4. FORM AND SUB-GRADE INSPECTION pF WAShr1 KENT.A COPY MAY BE OBTAINED UPON REQUEST. REQUIRED BEFORE POURING CONCRETE. CITY OF KENT DQ ENGINEERING DEPARTMENT 5. EXPANSION JOINTS IN SIDEWALKS AND CURBS SHALL BE ALIGNED WITH EACH KENT EXPANSION AND OTHER AND NOT OFFSET. � 38296 WAt NINOTON CONTRACTION/CONTROL JOINTS � �� 6. DESIGN SIDEWALK CROSS GRADE SHALL IST � DESIGNED COK SCALE NONE STANDARD PLAN BE 1.5%. CONSTRUCTION TOLERANCE ��gIONAL � CHECKED CO" DATE s/zozo SHALL BE 1%MIN AND 2%MAX. ENGINEER 6-35 APPROVED 1:12 SLOPE OR PAVED DRIVEWAY TAPER MATERIAL SHALL MATCH DRIVEWAY TYPE PER PLANS 7.5%MAX AND DEPTH. WIDTH SHALL MATCH SIDEWALK RAMP LENGTH. DRIVEWAY APPROACH WIDTH SPECIFIED ON PLANS 6'(TYP.) DRIVEWAYS SHALL BE SYMMETRICAL. A 6'MIN., '0`5 15'MAX. EXPANSION JOINT A (TYP.)SEE NOTE 3 FIRE HYDRANTS,STREET LIGHTS, UTILITY POLES,GUY WIRES AND OTHER OBSTACLES MUST BE LIMITS FOR 8"THICK RELOCATED 5'MINIMUM FROM THE REINFORCED DRIVEWAY DESIGN VEHICLES TURNING RADIUS SEE NOTE 2 1'-6" 5'-0" MIN. 1/211 TYP 4"CLEAR TYPICAL 1"FOR REVERSE 8" SLOPE DRIVEWAY 6" dINTERSECTING MAX- NOTES: 1. CONCRETE WITHIN 8"THICK LIMITS SHALL BE PORTLAND CEMENT 8" D SURFACING TOP COURSE CONCRETE MIX WITH A 2-#4 BARS DEPTH COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING SUBGRADE BRUSHED TRANSVERSELY WITH A FELT, 6 MIL PLASTIC OR ACH WAY; WIRE TIED AT EACH FIBER OR WIRE BRUSH, "BROOM APPROVED EQUAL INT; SUPPORTED BY 2"SQUARE FINISH". MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" AND 3'MAXIMUM SPACING OF SUPPORTS. BAR 2. ALL UTILITY APPURTENANCES WHICH SHALL EXTEND BEYOND CONSTRUCTION JOINTS ALTER THE TRAVEL SURFACE SHALL AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. NOT BE ALLOWED. DESIGN OF STORM DRAIN CATCH BASINS SHALL SECTION A-A CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES 3. EXPANSION JOINTS SHALL BE WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE PLACED AT 15'MAXIMUM SPACING. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES ELASTOMETRIC JOINT MATERIAL SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. SHALL BE IN CONFORMANCE TO AASHTO M220. 8. PROVIDE TRANSITION SIDEWALK, 5'MIN. WHEN TRANSITIONING TO EXISTING SIDEWALK. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN SIDEWALK. ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER F RE�- AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 5. ENTERING SIGHT DISTANCE SHALL pF WASh,I�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO STANDARDS AND � 4� DETAILS 6 50 THRU 6-54. F� � p CITY OF KENT `��' ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE INDUSTRIAL CEMENT CONCRETE SHALL BE 1.5%.CONSTRUCTION KENT DRIVEWAY APPROACH TOLERANCES SHALL BE 1%MIN AND 29 �+ WASHINGTON DEPRESSED SIDEWALK 2%MAX. LL� DESIGNED COK <7�Y SCALE NONE STANDARD PLAN DRAWN COK g10IVAL CHECKED COK IDATE 9/2020 6-44 ENGINEER APPROVED 8" RISER RING DIMENSIONS A 1 3/8" 1 7/8" 2 7/8" cccc� I W (SIZE) 11"DIA. r� 9 1/2"DIA. �l b 3/4" A N uSP 8"DIA. �I PLAN OF COVER 9 1/16"DIA. PLAN OF 8"DIA. RISER FINISHED GRADE I FINISHED GRADE CONCRETE ASPHALT PAVEMENT PAVEMENT 9 1/4"DIA. COVER 4"MIN. 3" BRASS ASPHALT DISC 3/8" PAVEMENT 3" RISERLo `V o I o a CONCRETE AS U) SPECIFIED FOR a ROADWAY VOID OF a r, MATERIAL a 10"- 12" a 5 1/2' Q 8" DIA. p1 1"MIN./6"MAX. w CONCRETE _ w Ln o COLLAR d If s w w a a d ° of MONUMENT ° 2"(TYP.)° a ° m a � N 5 3/4„R. 1 1/2" Ln 0 0 MIN. z NATIVE MATERIAL NOTES: SECTION 1. MONUMENT CASE AND COVER- EAST 5. CONCRETE SHALL BE A"COMMERCIAL CLASS" JORDAN IRON WORKS, PART NO. 369505 CONCRETE OR AS OTHERWISE SPECIFIED. OR PRE-APPROVED ALTERNATIVE. 6. PAVEMENT SHALL BE AS SPECIFIED. 2. MONUMENT CASE RISER-EAST JORDAN 5 ~ IRON WORKS, PART NO. 1 1/2"-369590 7. FOR ALTERNATE DIAMETER RISERS SEE PLAN OF MONUMENT 2" -369592 KSP 6-72b. 3" -639594 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT OR PRE-APPROVED ALTERNATIVE. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE SHOPE CONCRETE �� ��� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 3. MONUMENT POST PRODUCTS, PART NO. 104 OR ���F WAtigh,I THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PRE-APPROVE ALTERNATIVE. �� � �� CITY OF KENT ENGINEERING DEPARTMENT 4. THE CASTINGS SHALL BE GRAY IRON STANDARD MONUMENT, CASTINGS,ASTM DESIGNATION A-48, KENT MONUMENT CASE, COVER CLASS 35B.THE COVER AND SEAT SHALL W-HI"'T'" AND RISER BE MACHINED SO AS TO HAVE PERFECT �A 38296 0 CONTACT AROUND THE ENTIRE � ��ISmF]g� �� DESIGNED COK DRAWN COK SCALE NONE STANDARD FLAN CIRCUMFERENCE AND FULL WIDTH OF �SSIONAL t CHECKED COK IDATE 12/2019 BEARING SURFACE. APPROVED ENGINEER 6-72a 7" CASE RISERS - EAST JORDAN IRON WORKS 8"ALT. CASE RISERS-EAST JORDAN IRON WORKS A 1" PART# 1 1/2" PART# 2" PART# 3"PART# COVER PART# A 1 1/2"PART# 2"PART# COVER PART# (SIZE) 369068 369090 369092 1 369094 369027/3690C (SIZE)1 368090 1 368092 3680A2 FOGTITE CASE RISERS - FOGTITE METER SEAL CO. A 1" PART# 2" PART# 2 1/2"PART# 3" PART# COVER PART# (SIZE) VB RISER 4# VB RISER 5# VB RISER 5 1/2# VB RISER 6# 0-1 VB 8# NEW FINISHED GRADE I NEW FINISHED GRADE ASPHALT PAVEMENT DIA.VARIES ASPHALT PAVEMENT DIA.VARIES A TACK TACK COAT(TYP.) COAT (TYP.) DIA.VARIES OLD FINISH I SOLD FINISH GRADE GRADE CONCRETE I ASPHALT PAVEMENT PAVEMENT o �C�� o 4 Z EXISTING UNDISTURBED CASE c oOoOoOo MONUMENT �OoOoOoO =1 =1 =111=111=1 I =i l=i' NATIVE MATERIAL—I I 1=111=111-111-111=111=111=111 SECTION NOTES: 1. MONUMENT CASE RISER-SEE 6. IF MONUMENT CASE IS TO BE DISTURBED APPROPRIATE TABLE ABOVE OR THEN A NEW MONUMENT,CASE AND COVER PRE-APPROVED ALTERNATIVE. IS TO BE INSTALLED PER KENT STANDARD PLAN 6-72a. 2. MONUMENT CASE COVER-SEE APPROPRIATE TABLE ABOVE OR PRE-APPROVED ALTERNATIVE. 3. THE CASTINGS SHALL BE GRAY-IRON NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT CASTINGS,ASTM DESIGNATION A-48, �� AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE CLASS 30.THE COVER AND SEAT SHALL ��� ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT BE MACHINED SO AS TO HAVE PERFECT OF WA Sh rI THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONTACT AROUND THE ENTIRE � a CITY OF KENT CIRCUMFERENCE AND FULL WIDTH OF kl '�� �� ENGINEERING DEPARTMENT BEARING SURFACE. �j • KENT ALTERNATE DIAMETER ftoOo 4. CONCRETE SHALL BE CLASS 4000. � Ww�„,„,r, MONUMENT CASE RISER � 38296 � �' 5. PAVEMENT SHALL BE AS SPECIFIED. 0� IST_ tiS� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK �SSIONAL � CCHECKED COK DATE 12/2019 I^► APPROVED ENGINEER "(�-7 2" 1' 10 30' TRAFFIC DIRECTION 0 0 0 0 0 0 0 0 0 4,'GAP VARIES (300'MAX.) 5' ! 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 o TYPE 2W RPM TYPE 2YY RPM o 0 4"GAP 4"GAP 20' �� 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 1 .IN 30' 11' 30' D �o TYPE 2W RPM �TYoPE 2Y RPM 4" 137 WHITE LINE 4 YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 6' 8' 0 0 0 n a�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„ �I LINE TYPE 2W RPM�B� 90 $� OR 8"WHITE LINE �j 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 ��OF WAShr1 KENT.A COPY MAY BE OBTAINED UPON REQUEST. NOTE: �� �� CITY OF KENT ENGINEERING DEPARTMENT 1. SEE SECTION 6.12.B FOR PLASTIC MATERIAL SPECIFICATIONS. • KENT TYPICAL LANE MARKINGS 2. RAISED PAVEMENT MARKERS(RPM'S) d� 38296 �� WASHINGTON SHALL BE INSTALLED PER WSDOT I ymF7�� �� DESIGNED COK SCALE NONE STANDARD PLAN STANDARD SPECIFICATIONS 8-09, DRAWN COK �SSIpNAL � CHECKED cOK DATE s/zozo 9-02.1(8),9 26.2 AND 9-21. crn ENGINEER 6-74 APPROVED } Q 0 24"WHITE THERMOPLASTIC EQUALLY 0 CROSSWALK LINE SPACED(TYP) z z 24" w ui > F o l 1 10' ui ui z w 4'MIN 12" O 0 I 0 O O 0 I O 0 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 6.12.B 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 �-U AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WAShr1 KENT.A COPY MAY BE OBTAINED UPON REQUEST. 44 �� CITY OF KENT CQ ` -w' ENGINEERING DEPARTMENT • T THERMOPLASTIC CROSSWALK KEN MARKINGS 38296 WAt NINOTON 0 GIST �� DESI NED COK COK SCALE NONE STANDARD PLAN �gIOIVAL � CHECKED COK DATE 9/2020 6-75 ENGINEER APPROVED 0 3'-7 zo 5'-9" f� �1 V-8" T-O" 0 0 0'-6" N O p N N •--I rl 0'-6 0'-6" r 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 t ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER FRE(� AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF LENGTH VARIES pF WAq�I� KENT.A COPY MAY BE OBTAINED UPON REQUEST. 14a � CITY OF KENT �`�' Z ENGINEERING DEPARTMENT \ • THERMOPLASTIC ARROWS, 12"-24"WIDE WHITE STOP BAR, KENT WIDTH AS DIRECTED BY THE ENGINEER 116 W�tH-T.x STOP BARS & ONLY LEGEND STOP BAR DETAIL �o ��� �� DESIGNED COK fit; I T Z� COK SCALE NONE STANDARD PLAN DRAWN �`gIONAL E CHECKED COK DATE 9/1 ENGINEER 6-76 APPROVED 6'-7" 3'-3" 3'-3" EDGE LINE LANE LINE OR 1 4 (tVp) 0 Y O 0 U N d Q -H u- 1 O F- LU F— ce U) UW � W W l0 NOTES: SEE NOTE 2 o D D 1. RR CROSSING SYMBOL io 2. 24"WIDE STOP LINE SEE NOTE 1 3. W10-1 ADVANCE WARNING SIGN 4. SEE THE MUTCD PART 8, FOR LETTER LAYOUT. Ib a 5. SEE SECTION 6.12.B FOR PLASTIC SEE NOTE 2 o MATERIAL SPECIFICATIONS. o ? 3'-4" u Ln m 0 J � M Z oLLJ z F- o v) o SEE NOTE 4 z iD po Lu w o 3 � L '~ N _ o F 0 Z Il F W V-2" V-2" o F Ln z z o u o o a a Lu NARROW RR CROSSING SYMBOL DETAILS 0 0 NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER F�EI AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT \ C KENT RAILROAD WARNING 4 WA.HINOTON PAVEMENT MARKINGS SEE NOTE 2 s DESIGNED COK RAILROAD-HIGHWAY GRADE CROSSINGS der DRAWN coK SCALE NONE STANDARD PUN NARROW PAVEMENT MARKING PLACEMENT DETAIL `gIoNAL CHECKED coK DATE 9/2020 APPROVED ENGINEER 6—7 8 171 0 Ln w z w J ti w J Q w Z Z_ O O NOTE: uj SEE STANDARD PLANS 6-73 OR 6-74 uj FOR LANE MARKING LAYOUT. z CD 0 Lu 0 z J J J LU } F w Z J w ? v 0 Q z g z J Q 0 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 ��OF WA SNI�� 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 38296 � INGT'" LEFT TURN LANE LAYOUT 0� I ST- DRAWN—DESIGN ED COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK JDATE 12A2019 p APPROVED ENGINEER v 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 I WASHERS 0 UNDISTURBED NATIVE SOIL I l/ 0 OR COMPACTED MATERIAL 0 L0 0 3" SET ANCHOR PLUMB AND 0 TRUE,SEE NOTE 3 0 o CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT 0 POURED IN PLACE AROUND STANDARD OR SIGNAL POLE ANCHOR WHILE PREVENTING CONCRETE FROM ENTERING 611 THE ANCHOR MIN. 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 ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �,- �' AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF WA 1�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT SIGN POST INSTALLATION 38296 /�� WASHINGTON TYPE A DRAWNDESIGNED COK COK SCALE NONE STANDARD PLAN NAL CHECKED COK DATE 7/2020 C 8�a APPROVED ENGINEER V 4"THICK CONCRETE PAD EXTENDING A STREET LIGHT STANDARD WILL BE LOCATED MINIMUM OF 6"BEYOND THE JUNCTION USING THE OFFSET DISTANCES SHOWN ON BOX AND FOUNDATION,ALL SIDES THE STREET LIGHTING PLANS. SEE STANDARD BEHIND SIDEWALK,IN PLANTER PLANS 6-87 AND 6-89 FOR STREET LIGHT JUNCTION BOX OPTION FOUNDATION DETAILS NOTES: (PREFERRED OPTION) IN SIDEWALK JUNCTION BOX 1. SPLICES AND TAPS SHALL BE MADE WITH (lQl 6 d a ° OPTION,SEE NOTE 2 SOLDERLESS UNINSULATED CRIMP CONNECTORS TO SECURELY JOIN WIRES BOTH MECHANICALLY AND ELECTRICALLY. THEY SHALL EMPLOY THE FOLLOWING d d ° MOISTURE BLOCKING INSULATION: SCOTCH 2210 VINYL MASTIC, FOLLOWED BY AN OVER WRAP WITH A MINIMUM OF TWO a HALF-LAPPED LAYERS OF SCOTCH VINYL ° ELECTRIC TAPE SUPER 88 AND A FINAL LAYER ° a OF CONSISTENTLY APPLIED SCOTCHKOTE 054007-14853 ELECTRICAL COATING. d ° CURB AND GUTTER d a ` 2. JUNCTION BOXES PLACED WITHIN SIDEWALKS SHALL CONTAIN A SLIP ° d RESISTANT SURFACE. REFERENCE KENT a a STANDARD PLANS 6-89a AND 6-89b.THE BOX SHALL BE COMPLETELY SURROUNDED OR POLE AND ENCASED IN A MINIMUM 6 INCHES OF 4 INCH BRACKET THICK CONCRETE AND THE LID SHALL BE CABLES,2#10 TACK WELDED AT TWO POINTS FOR WIRES SECURITY. WATERPROOF IN-LINE FUSE QUICK DISCONNECTS WSDOT GROUND JUNCTION BOX,SEE KENT STD. SPECS.9-29.7(2) FNM 5 LUG/E6-38 RING STANDARD PLANS 6-89-6-93, AMP FUSE OR APPROVED EQUAL I TERMINAL GROUND LID TO BOX WITH #6 GROUND WIRE STREET LIGHT STANDARD 3M MOISTURE SEALANT TAPE (SEE NOTE 1)AND BUTT SPLICE CONNECTOR PART YC4C6 #6 OR#8 BARE GROUND WIRE BURNDY CONNECTOR YC4C8 I 2"DIAMETER SCHEDULE 80 PVC CONDUIT OR APPROVED EQUAL UNLESS A LARGER DIAMETER IS SHOWN YC4C6,YC8C8 AS NEEDED ON THE STREET LIGHTING PLANS SPARE 2"DIAMETER SCHEDULE 80 PVC CONDUIT WITH #8 UNINSULATED TRACER WIRE AND 1/4"NYLON PULL ROPE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �j�F�EY' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT INSTALL A THREE WIRE OF 'WA �Ij THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. 240 VOLT SYSTEM. q GROUND OR NEUTRAL WILD �� C ENGINEERING DEPKENTARTMENT START AT THE PUGET SOUND U • JUNCTION BOX AND ENERGY SERVICE POINT KENT W„„,„GTON STREET LIGHT WIRE RUNS 9 DESIGNED COK - SCALE NONE STANDARD PLAN DRAWN— NAL CHECKED COK DATE 12/2019 ENGINEER 6-9 0 APPROVED WEARING COURSE(TYPICAL STOP BAR FOR SECTIONS A,B&C) CENTER OF LANE + �1 A r' / A LOOP SERIES #14 TWISTED PAIR WIRE TYPE • NUMBER A IMSA 51-3, 3 TWISTS PER FOOT TO CONTROLLER Q B 0.25"MINIMUM WIDTH SAWCUT SECTION A A TO ADDITIONAL LOOPS C WHERE APPLICABLE B C 2C(S) LEAD-IN CABLE IMSA 50-2 *AF *AS S B LOOP SPLICE M LOOP SERIES w (TYPICAL) NUMBER B A A o 0 • Ln m *BF • o u S=START CONDUIT STUBOUT, a *BS F=FINISH 0.50"MINIMUM WIDTH SAWCUT SEE STANDARD PLAN 6-99 � *=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 WAS�I KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDUIT STUBOUT DETAIL AND �� CITY OF KENT INDUCTION LOOP INSTALLATION `�� Z ENGINEERING DEPARTMENT NOTES. INDUCTION LOOP 2. SEE KENT STANDARD PLAN 6-100 FOR KERNT DETAILS INDUCTION LOOP PLACEMENT DETAIL. 38296 �� O�L� S(;ISmF74L� �� DESIGNED COK SCALE NONE STANDARD PLAN DRAWN COK g1ONAI� �� 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 2 5/8" MIN. STANDARD JUNCTION BOX MATCH EXISTING - 3" MAX. FULL DEPTH PAVING MATERIAL LOOP LEAD WIRES SAWCUT VLOOP LEAD WIRES TWISTED PAIR SAND TWISTED PAIR SPLICE o DETECTOR o a EXISTING LEAD 2C(S) u- � PAVEMENT CABLE U) POCKET o Lu a 3/4"ABOVE BOTTOM OF GRAVEL PAD k _ U- PAVEMENT CONDUIT END a BELL BUSHING,SEAL N WITH DUCT SEAL CONDUIT LEAD SCH 80 � CONDUIT CONDUIT TO CABINET OR TO LOOP TO JUNCTION BOX 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 VFREfAN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE WAS � AA ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT �� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT INDUCTION LOOP 38296 «..„i.GTON INSTALLATION NOTES � �' 0�� (IST � DESIGNED COK SCALE NONE STANDARD PLAN �S's10ELI'll COK N b DCHECKED COK DATE 12/2019 APPROVED ENGINEER v—9 9 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 O 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 W10 00411 0412 O SD7 3PC 31100 00711 0 7PC 813 S 3 0 812 O 81100 O E1 823 SD4 O 822 O 821 ER N❑R O E2 B A O O A O O B 111 611 621 O 112 iPC O O 612 622 O O O O S2 S1 613 623 SD1 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 THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT • KENT INDUCTION LOOP PLACEMENT W-HIMGTOM 38296 �� 0 r Sm�'�� �'�� DRAN/NED COK SCALE NONE STANDARD PLAN SSIONAL � CHECKED COK IDATE 12A2019 6-1 00 APPROVED ENGINEER WSDOT STANDARD PLANS DRAINAGE STRUCTURES AND HYDRAULICS B-30.15-00 ADA Grates for Rectangular Frames B-30.70-04 Circular Frame (Ring) and Cover CURBS, SIDEWALKS AND DRIVEWAYS F-10.12-03 Cement Concrete Curbs F-10.42-00 Extruded Curb F-10.62-02 Precast Sloped Mountable Curb (2 sheets) F-45.10-02 Detectable Warning Surface SITE PRESERVATION AND EROSION CONTROL I-40.20-00 Storm Drain Inlet Protection ILLUMINATOIN, SIGNALS, AND ITS J-20.15-03 Accessible Breakaway Pedestrian Pushbutton (PPB) Post J-20.20-02 Pedestrian Signal Standard (Type PS) Electrical Detail J-20.26-01 Accessible Pedestrian Pushbutton (PPB) Details (2 sheets) J-75.10-02 Signal Head Mounting Details — Pole and Post Top Mountings IS-2 APS PPB Extension Detail IS-12 Typical Pedestrian Pushbutton Post Placement ROADWAY DELINEATION M-7.50-01 High Occupancy Vehicle (HOV) Lane Symbol Layout M-9.50-02 Bicycle Lane Symbol Layout M-80.10-01 Traffic Letter and Numeral Applications (2 sheets) M-80.30-00 Traffic Letters and Numerals (Low Speed Roadways) 2EVH Preservation - 212th St - 196' St/Holcomb A - 2 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 NOTES 1'-P DOWEL BARS SPACED Y T-WON CENTER AT TRANSVERSE JOINT p-p 1. The"U"shape ar'9l"shape are both acceptable. TOP SPACER BAR(M.) 11? WRE LEG(Typ,) 036T DLAM, (TYP.) 2. Wire sizes shown are minimum required. SEE NOTE 1 B 2 PER ASSEMBLY (WED TO LEG CHAIR8) 3. All wire intersections are to be welded. g 4. Basket must be firmly attached to existllg or new base. 5 5. Dowels and Tie Bars shall be held firmly in the above � welded BAR J 6. Do (rm.) not clipWines.Spreader res. SPREADER WARES(TYP.) BOTTOM SPACER BAR -0.117"DIAM. -0.se2"DIAM. 3 PER ASSEMBLY 2 PER ASSEMBLY (WELD TO TOP SPACER BARS) (WELD TO LEG CHAIRS) TOP DOWEL BAR TOP DOME BAR DOWEL BAR BASKET SPACER SPACER BAR -1/2'R.PLUS 1/S' BAR -1fP R PLUS'Ur PLAN VIEW L "U"SHAPE ASSEMBLY SHOWN L WpE LEG BOTTOM VAIM LEG BOTTOM SPACER SPACER "tr SHAPE BAR "I-SHAM BAR rc W PAVEMENT LANE WADTH DETAIL C 0 f\ 1'"G' < WIRE I.E.DETAILS a TOP SPACER BARS SPREADER HARE(TYP.) DOWEL BAR(IYP.) BASE BOTTOM SPACER BARS WIFE us c"') -SEE NM 1 y SECTION A �¢9 oQ peAsB p�� 1ey ELEVATION VIEW ��p1 "U'SHAPE ASSEMBLY SHOWN 1'-C 8 01 STEg �{ 11?(IYP.) V4ElD ALTERWITE ENDS �stONAL OF DOWEL BARB(fYPa rggp 3 a� WARE LEG(TYPO DOWEL BAR BASKETS TOP SPACER BABE eARpvP•) d— STANDARD PLAN A-40.00-00 c� SHEET 1 OF 1 SHEET LBOTTOMER ISOMETRIC VIEW APPROVED FOR PUBLICATION BAR(TYP.) "U"SHAPE ASSEMBLY SHOWN SECTIONO Pasco BaKoflch 111 08-11-09 �wsaryen rr.MpsbiwVlTv�pwtlb� LESS THAN RECTANGULAR FRAME 4'-0" (COMBINATION INLET SHOWN) FACE OF ' / FACE OF CURB FACE OF CURB CURB ISOLATION ISOLATION JOINT OR MORE FACE OF CURB JOINT TPREMOLDEDFILLER JOINT FILLER 1'-°"(TVP.) a�'R 0• ISOLATION JOINT^ ISOLATION JOINT- ISOLATION JOINT- w 3/4"PREMOLDED PAVEMENT JOINT 3/4"PREMOLDED PAVEMENT JOINT 3/4"PRE MOLOED PAVEMENT i / TIE BAR-#5 BAR, m PAVEMENT JOINT JOINT FILLER JOINT FILLER JOINT FILLER JOINT(TVP.) 30"LONG CONDITION A CONDITION B EDGE OF SHOULDER CONDITION C SPACING=8"O.C. (SHOULDER USE ONLY) CONDITION D/ CIRCULAR FRAME LESS THAN 4'-0"OR MORE CIRCLI LAR FRAME RECTANGULAR FRAME 4'"0" TIE BAR #5 BAR,30'LONG TIE BAR-#5 BAR,30"LONG Y O�DIIIVUUDO \`1 SPACING=fi'O.C. _ o00000000001 SPACING=6"O.0 PAVEMENT I' oo IIIIIoo''1 ISOLATION JOINT- `� ` 0000000000OQ01i 3/4"PREMOLDED FACE OF CURB ` JOINT JOINT FILLER ❑ i "Ioo IIIIU00/ USUAL ISOLATION JOINT- ISOLATION JOINT- JOINT W'314 "PREMOLDED FACE OF 3/4"PREMOLDEO TRACK JOINT FILLER CURB JOINT FILLER ISOLATION JOINT- pgVEMENT 3/4"PREMOLDED JOINT(TYP.) JOINT FILLER ADJUSTED PAVEMENT TIE BAR- JOINT CONDITION H #5 BAR,30"LONG RECTANGULAR SPACING=6"O.C. FRAME PAVEMENT JOINT(TYPJ NOTE CONDITION E CONDITION F CONDITION G ALL CONDITIONS ARE SHOWN IN PLAN VIEW. g - Ap�'C'�p8,� PAVEMENT JDINT(TYPJ �' � Q �b I+ fill N ------ -------------------- _ UD w B�. CIRCULAR 4 ° I— ISOLATION JOINT- *FILLER : SS OR LESS pl gTgY. `� g FRAMEAN. —� J/OINTRFILLER'PREMOLDED 4"0 eBBrONAL AN: OR MORE i /o00I000O00�, �g � USUAL JOINT S —USUAL TRACK(TVP.) PCC PAVEMENT JOINT ISOLATION JOINTS TRACKCIRCULAR ISOLATION JOINT-FRAME 3a"PREMOLOEOSTANDARD PLAN A-40.15-00 JOINT FILLER CIRCULARFRAMESHEET 1 OF 2 SHEETS ISOLATIO3/4"PR APPROVED FOR PUBLICATION JOI ADJUSTED PAVEMENT PAVEMENT JOINT(TYPJ JOINT(TYPJ Pasco Bakotich III 08-11-09 _ TAn of nEry rvEEa -T.1 CONDITION I CONDITION J w.mmeb.smro o.aamm.m el Tmnepenvile CONDITION C A CONDITION A CONDITION B CONDITION D CONDITION E CONDITION I y CONDITION J m ------------ oCONDITION F CONDITION G CONDITION H B DRILL A 2"DIAM. FULL-DEPTH HOLE, FILL WITH JOINT SEALER PLAN PAVEMENT JOINT 11.1 PAVEMENT JOINT(TYP.) TYPICAL APPLICATIONS T-JOINT DETAIL TYPICAL ISOLATION JOINT GUIDELINES CONDITION FEATURE EDGES,FLANGES OR CONTINUOUS VERTICAL DISTANCE ISOLATION JOINT- LIPS IN THE FACE THROUGH THE FROM NEAREST ISOLATION JOINT- EDGES,FLANGES OR LIPS 3/4"TION JOINT PAVEMENT SECTION PAVEMENT SECTION TRANSVERSE JOINT PREMOUDED N4'PREMOLDED IN PAVEMENT SECTION JOINT FILLER O O JOINT FILLER CATCH BASIN OR A COMBINATION GRATE USE — — .:::;_:;: CONTINUOUS VERTICAL CATCH BASIN OR I FACE THROUGH THE B COMBINATION GRATE USE O PAVED SECTION CATCH BASIN OR F ISOLATION JOINT- I I a C C COMBINATION GRATE USE — >4 FT FROM JOINT 3/4"PREMOLDED JOINT FILLER I I o GRATE INLET, I I y D CATCH BASIN OR — USE <4 FT FROM JOINT p CONCRETE INLET k _ GRATE INLET, E CATCH BASIN OR — USE <4 FT FROM JOINT CONCRETE INLET GRATE INLET, p' I I Ae8 80f 878e'�'61} 33 g � F CATCH BASIN OR — USE >4 FT FROM JOINT P' I BZONAL CONCRETE INLET;F I G. MANHOLE OR CATCH BASIN TYPE 2 USE g m U PCC MENT N CA MANHOLE ORTCH BASIN TYPE 2 USE — — ISO AT ON JOINTS MANHOLE OR USE — <4 FT FROM JOINT STANDARD PLAN A-40.15-00 CATCH BASIN TYPE 2 SECTION A SECTION OB SHEET 2 OF 2 SHEETS J MANHOLE OR USE — APPROVED FOR PUBLICATION CATCH BASIN TYPE 2 >4 FT FROM JOINT Pasco Bakotich III 08-11-09 �_ ure oe nen N— — * WITH RECTANGULAR GRATE CAST INTO ADJUSTMENT SECTION. %/WosM1ineron—Dep—el Tmnspenvilen I SEE NOTE NOTES _ 1.The gasket and groove may be in the seat(frame)or in the underside of the cover. The gasket may be"T"shaped in section. The groove may be cast or machined. m I 2.Bolt-down capability is required on all frames,grates,and covers,unless <., _ ___ _____ _ specified otherwise in the Contract. Provide 3 holes in the frame that are vertically aligned with the grate or cover slots. The frame shall accept the 11s R 04 Stainless Steel(S.S) 5/8"-11 NC x 2"(in)alien head cap screw by being tapped,or other approved mechanism. Location of bolt down holes varies by manufacturer3.For bolt-down manhole ring and covers that are not designated"Watertight," -------� the neoprene gasket,groove,and washer are not required. . SEE DETAIL'B" l 1/2-(TYP.) 4. Washer shall be neoprene(Detail"B"). 3118" RING PLAN RING PLAN 1 a1e" 5. In lieu of blind pick notch for manhole covers,a single 1"(in)pick hole is a 27 518" acceptable. Hole location and number of holes may vary by manufacturer. 27 518" 26 3/8" 26 318" 6. Alternative reinforcing designs are acceptable in lieu of the rib design. t �.. 7. For clarity,the vertical scale of the Cover Section has been exaggerated, it is 1.5 times the horizontal scale(1H:1.5V). BLIND PICK NOTCHf f° 5/8" '° ' SIB" DETAIL"A" P4• " 2s 3/4' 26za 3/4" 34 iml. 3a va" �O e1n• � �� Nr RING SECTION p RING SECTION SKID GROOVE SKID GROOVE PATTERN PATTERN-SEE DETAIL DETAIL SEE DETAIL"A' SEE DETAIL"A' 7/16� - ---- -_-- -- ---- -:oo" WASHER TOP TOP _ r' (SEE NOTES) BOTTOM e BOTTOM 1 SPECIFY LETTERING COVER PLAN COVER PLAN SEE DETAIL'B" eBS SAL —I SEE DETAIL"A" I SEE DETAIL"A' ,/4'(IN)DOVETAIL GROOVE WITH NEOPRENE GASKET (SEE NOTES) CIRCULAR FRAME(RING) BOLT-DOWN/WATERTIGHT 1 I 518" AND COVER DETAIL•'B- 'I STANDARD PLAN B-30.70-04 COVER SECTION OB COVER SECTION OB SHEET,OF,SHEET (SEE NOTE 7) (SEE NOTE 7) APPROVED FOR PUBLICATION STANDARD BOLT-DOWN I WATERTIGHT E—N TYPE 1 TYPE 2 ISOMETRIC VIEW wueM1l^eb^smnEo.�mm.m.l7..^w.nml.^ 2 NOTES 0 1. Size the Below Inlet Grate Device(BIGD)for the storm water structure R Will service. 2. The BIGD shall have a built-in high-flow,relief system(overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 0 4. Perform maintenance in accordance with Standard Specification Ml.3(15). 11 MAY DRAINAGE GRATE TRM GRATE FRAIME DPANAREGPATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) SEDIMENT AND DEBRIS a OVERFLOW BYPASS •D '� v D BELOW INLET GRATE DEVICE O NLTERED NSLTER 0 BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) ,s ,e 4 RATIO M YNa�1RON D D D LANDWAFE ARCHITSDT MARK W.MAIIRER SECTION VIEW ISOMETRIC VIEW CERTIFICATE NO.000500 NOTTO SCALE +Mawiirw�ewrw°m`.e STORM DRAIN INLET PROTECTION STANDARD PLAN 1-40.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco BakoNch Ill 08-20-07 WgNrym burr MPaF�FIr MTglgsbA°n 1.5"DIAMETER STEEL TUBE- THREADED BOTH ENDS STEEL ELBOW- THREADED ONE END ONLY- STAINLESS STEEL SET SCREW ON REAMED END ® BVBrbtlSM18 MMRr NYW WMMMr PoMPLa\p I BYM ®WRIIOG�B APS PUBH NOT INCLUDED ® ISHOWN FORR REFERENCE REFERENCE ONLY)- HARDWAP T PER MANUFACTURERS �y�ry, a1� SIGNAL POLE RECOMMENDATION O GUIGU—T BOLT ON HUB H CAR E TB� DE(BRONZE) fG 1.5"DIAMETER STEEL TUBE- 12"(IN)-1BNC x T(IN)LONG S.S THREADED ONE END ONLY HEX HEAD BOLT AND SS LOCK WASHER(TYP.) 1.e'DIAMETER STEEL TUBE- STEEL ELBOW- / THREADED BOTH ENDS THREADED BOTH ENDS ELEVATION VIEW ELEVATION VIEW WITH APS INSTALLED EXPLODED VIEW NOTE See Standard Specification Section 9-29.17 for additional material requirements,including painting of all pipes,elhows,and hub plates. APS PPB EXTENSION DETAIL FILE NAME TIM. nRPa SHSYnMNe19PNn Sbeet Libra MRBL Week In Pm melFam I&2 APB PPB EabnelanDWII113- P na.0 n Plot 1 AAM rzp ^'rz mI FEDAID PROJ.NO. ...rzr. 10 WAS IS-2 DE= .tee Washington StateCHECKED BY E Department of TranspoNationREGIONALADM. eo'� 1 RENBpN DATE rz urz e.n.e 2#4(TVP) TOP OF POST 3"(IN)PIPE CAP NOTES _ _,__, _,�r-_,_,__ 1. See Standard Plan J-20.26 for Accessible Pedestrian Pushbutton details. C)#4 i o 2. Where shown in the plans,install plaque(R10-32P)"PUSH BUTTON FOR 2 SECONDS FOR EXTRA _ GROUNDING CONNECTION- i CROSSING TIME"above the Accessible Pedestrian Signal(APB)assembly.Add 14"(in)to the PPS post height to . SEE DETAIL j m accommodate plaque and leave a 2"(in)space between signs. 1 ®O® m 3. Mounting distances vary between manufacturers.See manufacturers recommendations for mounting information. ACCESSIBLE PEDESTRIAN SIGNAL(APS)ASSEMBLY ! 4. Junction Box serving the Standard shall preferably he located 5'-0"(10'-0"Max.)from the Standard. A i ______ u 5. Supplemental Grounding Conductor shall be non-insulated ov AWG stranded copper and shall be clamped s vertical Faber afull d with a connector suitable for use embedded in concrete:Provide 3'-0"min.slack.Attach to pole grounding stud with a full N FIELD DRILL AND TAP FOR i ° i Clrcle crimp-on Connector(crimped with a manufacturer recommended crimper). THREAD BOLT P.) I ----------w 6. Two button installation may require adaptor(s). _ 2 12"CLR. 312" tI�]" I j -- ------ -------- PIPE CAP � OF PUSHBUTTON 7/8 (TYPJ I 112"(IN)STEEL I--. ............ 1/4"(IN)STEEL TOP OF POST STAINLESS STEEL PLATE PLATE 1 1/2"(IN)DIAM. FLAT WASHER(TYP.) 5/8"(IN)DIAM. "' 5/6'(IN)DIAM. SQUARE HOLE(TVP.) - w j S."(IN)DIAM. HOLE ` m PLAN VIEW © z HOLE HOLE(TYP.) _ 3 6"(IN)DIAM. O w 1/4"(I N)•1-1/4.(IN)LONG BOLT CIRCLE `� 'I STAINLESS STEEL j/ I 1/ J 1• POST WALL TH READIED STUD i CHAMFER) �� �� _ EQUIPMENT GROUNDING THREE 1/4"(IN)STAINLESS (TVP) 1 #4(TYP j _ - 8"(IN)DIAM. CONDUCTOR AND FULL CIRCLE STEEL HEX NUTS _ ) `©, �O/ CRIMP-ON CONNECTOR^CRIMPED 3"(IN)STEEL PIPE BOLT CIRCLE _-_% WITH A MANUFACTURER'S FINISHED 1 1/p^ 3 9116"(IN)DIAM. 3"(IN)STEEL PIPE - RECOMMENDED CRIMPER (SCHEDULE 40) (SCHEDULE 40) GRADE CLR. HOLE _ GROUNDING CONNECTION DETAIL BASE PLATE DETAIL ANCHOR BOLT TEMPLATE WELD STUD TO POLE WALL TO MAXIMUM EXTENT - - POSSIBLE-112°(IN)MINIMUM WELD O .e 1• �`; ' ° CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS Z TOP OF i EQUIPMENT EQUIPMENT GROUNDING _ SIDEWALK I GROUNDING CONDUCTOR BASE PLATE ASSEMBLY- CONDUCTOR 11Z(IN)DIAMETER STEEL 1/T(IN)FLAT WASHER, C TWO EACH REQUIRED PER ANC -MIIMM OF3/16 _ TOP OF NUT OR 5/BN(NU MAXIMTUM(TVpTHR�ADS ABOVE HOR BOLT 2 1/2"(IN)CLR.'e•III ° I 112"(IN)STEEL BASE PLATE (T,p) !- PREMOLDED JOINT FILLER I SE(IN)BASE PLATE- G PAD^INSTALL 2#4(TYP) I SEE DETAIL - = AFTER PLUMBING •s �— LL�r'--N f 6 J I 1#4(TVp) 3/6"(INJ GRAIN TUBE - 1/e _ STANDARD ANCHOR BOLT TEMPLATE ASSEMBLY v rTOP OF CURB �K L ANCHORBOLT TEMPLATE-TWO REQUIRED -iJ `= ( > FLINT 2"IN LONG CONDUIT COUPLING-INSTALL PVC STUBOUT f 1/2'IN.24'IN FULL THREAD ANCHOR et '�-'D ( ) ( ) FLUSH WITH TOP OF FOUNDATION. �=a O 304Y.` BOLTS-FOUR REQUIRED ' (DO NOT GLUE PVC STUBOUT) 'T7ji`.Y• 1"IN DIAMETER 1/2'IN DIAM.STEEL HEAW HE NUTS- " " 11Y2'CLR. TOP OF SECTION ( ) ( ) SIDEWALK ELECTRICAL CONDUIT FOUR REQUIRED PER ANCHOR BOLT (Ty, a `x FLAT WASHERS-FOUR +�I A 1 6 REQUIRED PER ANCHOR BOLT ;', '•R. AO •9 a e O W� SQUARE ' PREMOLDED AAJ,8-18TS& Gti� JOINT FILLER S10NAL SECTION OA ANCHOR BOLT TEMPLATE ASSEMBLY REINFORCING STEEL BENDING DIAGRAM - -• M 2#4(NPJ ACCESSIBLE PEDESTRIAN SEE STD.SPEC.SECTN.9-07.1(2) PUSHBUTTON WITH FOR BENDING DIAMETERS •e•• CURB BASE HOOK H STANDARD PLAN J-20.11-03 HO 1O (TYP,) 1-6 V(IN)DIME ER SHEET 1 OF 2 SHEETS #4 O#4 ELECTRICAL APPROVED FOR PUBLICATION CONDUIT 6' 1'-6" ^ srnrt oEslc EuceH ELEVATION /` \ DIMENSIONS ARE OUT TO OUT TYPE PPB STANDARD DETAILS PERSPECTIVE VIEW T wos6ineron Smro Depamm m el Tmnsaenetlen �' Y GROUNDING CONNECTION- SEE STANDARD PLAN Jd0.20 EQUIPMENTGROUNDING - . CONDUCTOR SUPPLEMENTAL GROU NUING I BASEPLATEASSEMBLV- S"(IN)OIAMETER HOLLOW IN • CONDUCTOR (SEE NOTE 5) I 3/q"(IN)DIAMETER STEEL HEAVY HEX NUT, CENTER OF GROUT PAD 314"(IN)STEEL BASE PLATE-SEE DETAIL ! WITH FLAT WASHER,TWO EACH REQ'D ®#4 ® ® y I PER ANCHOR BOLT-MINIMUM OF GROUT PAD-INSTALL AFTER I TNO THREADS ABOVE TOP OF NUT S o ©#4 PLUMBING TANDARD I OR 5/8"(IN)MAXIMUM(TYP.) 318"(IN)I.D.DRAIN TUBE ! LEVELING NUT(TYP.) IN GROUT PAD nL 3W(IN)CHAMFER @#4 I 2"(IN)LONG PVC STUBOUT YPJ FINISHED i 'I 21n"GLR. GRADE 1^Tp 2•• TOP OF FOUNDATION- -h FLUSH WITH SIDEWALK 2 0 SQUARE ,�, m TOP OF SIDEWALK �P+S f (lYlypU^(.))D/�Y 8"(IN)NAM.HOLLOW IN CENTER OF 2 i I III PLAN VIEW n"CLR. GROUT PAD 9" FOUNDATION DETAILS AIL a,1..�,y PREMOLDEO 1"(IN)DIAMETER m, T"I JOINT FILLER HOLE P.) SUPPLEMENTAL GROUNDING '!i 05#4 TYPE PS OR TYPE 1 ACCESSIBLE PEDESTRIAN CONDUCTOR CLAMP I SIGNAL POLE SIGNAL(APB)ASSEMBLY (SEE NOTE 5) I' ;I TYPE PS OR ©#4 I REINFORCING STEEL TYPE 1 SIGNAL POLE '!' ANCHOR BOLT QUANTITIES LIST (TYPE 1 SHOWN) ELECTRICAL CONDUIT-SEE MARK 03 04 05 © I' CONTRACT FOR DIAMETER 9"(IN)DIAMETER j /8 BOLT CIRCLE 3116 QTY. 3 2 3 T -"-"-"-"-"-"-"-"-"-"-"- "- ----- 1 SECTION O 3/4"(IN)STEEL PLATE WITH O HOLE=POLE BASE+1/6"(IN) KEY NOTE BASE PLATE DETAIL HAND HOLE O CONDUIT COUPLING-INSTALL FLUSH WITH TOP OF 1/4"(IN)STEEL 4Q#4 PREMOLOED FOUNDATION.(DO NOT GLUE PVC STUBOUT) 1"(IN)DIAMETER HOLE(TYP PLATE - JOINT FILLER .) �--` Xl TOP OF 11n" 11n° CURB ?7 TOP OF tiL]N7' 9"(IN)DIAMETER FOUNDATION �A#9 ✓� `- BOLT CIRCLE ANCHOR BOLT TEMPLATE ) ;I REINFORCING STEEL BENDING DIAGRAM '� #q SEE STD.SPEC.9.07.1(2)FOR BENDING DIAMETER 135° 1._T.. HOOK II.. (TYPJ 1-tl� ^'f' -- "'ONAL 6 135° 1 HOOK #4 ELECTRICALCONDUIT-SEE ° �. o' ro ACCESSIBLE PEDESTRIAN O (TYPJ CONTRACT FOR DIAMETER { _ #4 PUSHBUTTON WITH 1'-T•• ANCHOR BOLT TEMPLATE ASSEMBLY s�e,'° ;I--_ CURB BASE ANCHOR BOLT TEMPLATE-TWO REQUIRED STANDARD PLAN J-20.11-03 3/4"(IN)x 3fi°(IN)FULL THREAD ANCHOR 2 1n"CLR SHEET 2 OF 2 SHEETS 80LT-FOUR REQUIRED �r I C K 3/4"(IN)DIAM.STEEL HEAW HEX NUTS- y_p11 "'O APPROVED FOR PUBLICATION 05 #4 ©#4 FOUR REQUIRED PER ANCHOR BOLT SQUARE PERSPECTIVE VIEW FLAT WASHERS- ELEVATION FOURREQUIRED PERANCHORBOLT FOUNDATION DETAIL Weehioeron SroroEDepaEmmem el Tmnspenetlen DIMENSIONS ARE OUT TO OUT TYPE 1 SIGNAL STANDARD DETAILS T NOTES TERMINAL BLOCK 1. See Standard Plan J-21.10 for Signal Standard Foundation with Fixed Base and Slip Base details. 2. See Standard Specification 9-29.3 for Cable Conductor requirements. 0 TERMINAL O 3. Install heat shrink caps on all spare conductors not terminated on a terminal strip. 0 0 BLOCK(TYP.) clO 4. Supplemental grounding Conductor shall be non-insulated#4 AWG stranded Copper and shall be clamped to vertical rebar with a connector suitable for use embedded 0 R in concrete:provide 3'-0"min.slack.Attach to pole grounding stud with a full Wil :3e circle crimpon Connector(crimped with manufacturer's recommended crimper). 5. Equipment grounding Conductor shall attach to grounding stud with a full circle R cnmp-on connector(crimped with a manufacurer's recommended crimper). BL q 1/4'WEEP HOLE SEE NOTE 3 W SLIPFITTER-OFFSET TOP MOUNT, PLACE OFFSET TO FRONT OF POLE, DRILL TO SEAT SET SCREWS 1/4'WEEP HOLE FOR SIGNAL HEAD MOUNTING IMSA 2.1 5C#14 CABLE DETAILS;SEE STANDARD PLAN J-20.15 SC PEDESTRIAN HEAD TERMINATIONS BRONZE COLLAR AND PEDESTRIAN SIGNAL WIRING DETAIL TERMINAL COMPARTMENT IMSA 20-1 3C#14 CABLE (TYPE D MOUNTING SHOWN) TERMINAL COLOR USE NUMBER CODE 0 7*1 R DON'T WALK DISPLAY IMSA FROM 7CNTROLL R 7*2 G WALK DISPLAY U -FROM CONTROLLER (SEE NOTE 3) 7*S W NEUTRAL CONDUCTOR - MSA 20-1 TC OR SC#14 CABLE- ACCESSIBLE PEDESTRIAN 7*8 B SPARE CONDUCTOR m TO SIGNAL DISPLAY(SEE CONTRACT PUSHBUTTON DETAILS- 7*7 O SPARE CONDUCTOR 2 PLANS FOR WIRE SIZE AND QUANTITIES) SEE STANDARD PLAN J-20.28 Q *ASSOCIATED PHASE NUMBER G 2C(SH)CONDUCTOR DOUBLE PEDESTRIAN SIGNAL -FROMCONTROLLER 7C PEDESTRIAN HEAD TERMINATIONS WIRING DETAIL TERMINAL COLOR (TYPE C MOUNTING SHOWN) NUMBER CODE USE W 7*1 R DON'T WALK DISPLAY INSULINER SLEEVE 7*2 G WALK DISPLAY 7*S W NEUTRAL CONDUCTOR ACCESSIBLE PEDESTRIAN PUSHBUTTON 7*6 B SPARE CONDUCTOR JOSEp b WIRING DETAIL 7*1 O DON'T WALK DISPLAY ti � IMSA 20-17C OR 5C#14 �� OT WAgHJ S CABLE-TO SIGNAL DISPLAY 7*2 BL WALK DISPLAY oO��RO `N.'S 9r ! (SEE CONTRACT PLANS FOR 7*S WE NEUTRAL CONDUCTOR " qy STAINLESS STEEL WIRE SIZE AND QUANTITIES 2C(SH)CONDUCTOR-TO PUSHBUTTON Z L'h WASHERS(TYP.) ) (SEE CONTRACT PLANS FOR QUANTITIES) *ASSOCIATED PHASE NUMBER F ^C g `e ire GROUNDING q 3 V 1/N'DIAMETER x 1"LONG CONNECTION HAND HOLE .O $ POLE WALL STAINLESS STEEL STUD ,t 3962o O Hill § 3 EQUIPMENT GROUNDING '7'�p BGISTSQ'0 ♦� 3g CONDUCTOR-SEE NOTE 89 NG d TONAL Q LEVELING NUT(TYP.) € p 3/8'DRAIN TUBE STAINLESS STEEL REINFORCING PEDESTRIAN SIGNAL STEEL NUT BAR(TYP.) STANDARD(TYPE PS) STAINLESS ELECTRICAL DETAIL SUPPLEMENTAL GROUNDING STEEL NUT STANDARD PLAN J-20.20-02 CONDUCTOR-SEE NOTE 4 FULL CIRCLE CRIMPON SHEET 1 OF 1 SHEET EQUIPMENT GROUNDING CONNECTOR(TYP) CONDUIT COUPLING-INSTALL CONDUCTOR-SEE NOTE 5 FLUSH WITH TOP OF FOUNDATION APPROVED FOR PUBLICATION (DO NOT GLUE PVC STUBOUT) GROUNDING CONNECTION J Pasco BaAotich Ill 5120113 DETAIL SUPPLEMENTAL GROUNDING ELECTRICAL CONDUIT-SEE sere oesiox sroween onre CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS CONDUCTOR-SEE NOTE CONTRACT PLAN FOR DIAMETER T—wo.M1l�gnn s.ma o.ponm.m of TAkwmmloo (SHOWN EXPLODED FOR CLARITY) FOUNDATION WIRING DETAIL TAPER DIVIDER ENDS NOTES To MATCH INSIDE JUNCTION BOX DIMENSION TABLE TAPER OF BOX BOX INTERIOR LENGTH-1/16' 1. All box dimensions are approximate.Exact configurations vary among manufacturers. z 2. Minimum lid thickness shown.Junction Boxes installed in sidewalks,walkways,and shared-use o N78"(COUP COUPLING S.S. ') 7/4 BOX TYPE paths shall have a slip-resistant resistant mating on the lid and lip cover late,and shall be installed with U COUPLING NUT Nib°(IN)•1 R W(S.S..) ITEM P P- 9 P P RyP) SETSCREW(TYP.)� � TYPE 7YPEz the surface Flush with and matched to the grade of the sidewalk,walkway,or shared-use path. a 10 GAGE A OUTSIDE LENGTH OF JUNCTION BOX 22' 33' The non-slip lid shall be identified with permanent markings on the underside,indicating the y GALVANIZED type of surface treatment(see ContractDocuments for details)and the year of manufacture. BOXm DIVIDER PLATE STEEL IS OUTSIDE WIDTH OF JUNCTION SIDE VIEW C INSIDE LENGTH OFJ JUNCTION BOX 18'19' 2r ir I The permanent marking shall be 1187(in)line thickness formed with a mild steel weld bead and 2V shall b placed prior to hot-dip galvanizing ELEVATION VIEW 4a (FOR TYPE 2 JUNCTION BOX ONLY) D INSIDE WIDTH of JUNCTION BOX 13•-14' 17•-18• 3. Lid support members shall be 3/16"(in)minimum thick steel C,L,or T shape,welded to the frame. A E uD LENGTH 17 Sw 28 S8• 4. A 1/4-20 NC.314 (in)stainless steel ground stud shall be welded to the bottom of the lid;include LID SUPPORT NOTE F LID WIDTH 125V IS IN (2)Stainless Steel nuts and(2)stainless steel flat washers. (SEE NOTE 3) D CAPACrfV-CONDUIT DIAMETER 6• 1Y 6. Bolts and nuts shall be liberally coated with anti-seize compound. E N18• .) 6. Equipment Bonding Jumper shall be#8 AWG min..4'(R)of tinned braided copper. GROUND STUD m,P) DIAMOND PATTERN 31W(IN)STEEL COVER 7. The System Identification letters shall be 1/8"(in)line thickness formed with a mild steel weld bead.See (SEE NOTE 4) N18 1 1/2 (SEE NOTE 2) LIP PLATE(TYP.) _ Cover Marking detail.Grind off diamond pattern before forming letters.For System Identification details, COUPLING NUT --0 F.----- --------a-----�(�--- LID SUP PORT(TYP.) See Standard Specification 9-29.2(4). FOR ALTERNATIVE 2- _ 8. When required In the Contract,provide a 10"(In)x 27 1/2"(In),10 gage divider plate,com plate,with SEE SHEET ____. __ _____�________________ _ FABRIC (TYPO(TYP.) 1AI fasteners,in each Type 2 Junction Box where specified. lLID 004 LID LIFTING NOTCH- d- I ;� HOOK �o�o 'p 9. When required in Contract,provide a 12"(in)deep extension for each Type 2 Junction Box where specified. 1/4"(IN).N SEE 4'(IN) (--- (TYP.) ODODO 10.See the Standard Specifications for alternative reinforcement and class of concrete. NDTE 7 A _T u m m 11.Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied two places to _ _ I I the vertical Welded Wire Fabric when in contact with each other.Wire tie all other Headed Anchor Shear HEADED ANCHOR SHEAR I C I Studs to the horizontal Welded Wire Fabric. STUD-3/8"(IN).3'(IN)10 COUNT STUDS EVENLY d I b -- 12.Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of SPACED AROUND FRAME I welding.Attachment Tab shown depicts a typical component arrangement;actual configurations of (PLACE TO SIDE OF LID I _ I assembly will vary among manufacturers.See approved manufacturers'shop drawings for specifics. BOLT DOWN SUPPORT A- NGEWHEN USING LOCK- 9 --------o_ __��___ w 13.Unless otherwise noted in the plans or approved by the Engineer,Junction Boxes,Cable Vaults,and ING DET 2)(SE NOTE VE HEADEDANCHOR Pull Boxes shall not be placed within the sidewalks,walkways,shared use paths,traveled ways or paved 2)(SEE NOTE 11) SHEAR STUD(TYP.) 111r shoulders.All Junction Boxes,Cable Vaults,and Pull Boxes placed within the traveled way or paved 1 NS°(IN)DIAM.HOLE WITH D (SEE NOTE 11) Mly shoulders shall be Heavy-Duty. 1/2-13.1112 STAINLESS WELDEDWIREHOOP P STEEL PENTA HEAD BOLT 1 1/4"GAP(WP.) "(T;P.) IS NO ) HEA WIRE ANCHOR TO 14.Distance final grad the top of the Conduit and the bottom t the Junction Box lid shall be he e a min.t0 8"(In) FOR HOOK RELEASESHEAR TUD(W BOLT PLATE-SEE DETAIL SHEAR STUD(TYP.) max.for final grade of new construction only.See Standard Specification 8-20.3(6).Where adjustments are to be made existing Junction Boxes,or for interim construction stages during the contract,the LOCKING LID STANDARD N18 3M DUTY JUNCTION BOX SECTION O limits shall be from 8"(in)min.to 10"(in)max.See Standard Specification 8.20.3(6). mP') of 3/4 (CONDUITS NOT SHOWN) PERSPECTIVE VIEW TOP OF SOIL A 3/8"(IN)STEEL a GROUND STUD(SEE NOTE 4) JOSEpy SURFACE OR COVER LIP PLATE O Equipment Grounding COUPLING NUT FOR ALTERNATIVE2- FINISHED GROUNDING STUD I1/2'MIN. Conductor SEE DETAIL"E"ALTERNATIVE 2 O OT WA3y7 GRADE (SEE NOTE 4) TOP OF PAVED 1 112 MIN. ,7r E are"(IN)STEEL Nfir SURFACE �Copper Solderless 3I8'(IN)STEEL F LID SUPPORT(TYP.)- 4� " ec C' tz COVER PLATE �I TOP OF BASE Crimp Connector COVER LIP PLATE L SHAPE SHOWN Z (SEE NOTE 3) F -.9 LID HOOK COURSE O Equipment Bonding 3/8"(IN)-r(IN)HEADED ANCHOR 9 m ar• Jumper(See Note 6) SHEAR STUD(TYP.) or, qB 39820 00 FS 1 G F� 1 w ®See Contract for Conduit WELDED WIRE GISTS Z size and number ` FABRIC(TYP.) —NAL (WWF)4-4W2.9.W2.9 COVER MARKING DETAIL F i 11 (S GAGE)(SEE NOTE 10) 1 MIN. 2" 1: WELDED WIRE HOOP m 8 MIN 3 (1YP.)Ma(6GAGE) LOCKING LID STANDARD m O 3 (SEE NOTE B) ".•:MIN. m 1•(TYP.) �1"(TYP.) 1,' (SEE NOTE 70) TYPES 1 O 2 s m j MAx .. �� DUTY JUNCTION BOX M CRUSHED SURFACING(BASE `' i LL LL COURSEORTOP COURSE)-PER ,'`), b z o t/2°(TYP) T m STANDARD PLAN J-40.10-04 STANDARD SPECIFICATION D-U9(3)`,•, o SHEET 7 OF 2 SHEETS a 0 0 0 0 0 0 1/4'C. APPROVED FOR PUBLICATION 4 PVC j ®GRS CONDUIT , SECTION O sT.reoa�ON E.O�x�a O SEE NOTE? SECTION A ��W..m„rn„ern.D.P.—.1, rTA,,.P.n.e.,, (CONDUITS NOT SHOWN) '•� 12.13 x 1 12 S.S.PENTA HEAD LID LIFTING NOTCH-1W(IN)•3/4'(IN) 1/4'LID LIFTING NOTCH 21 2 Ur BOLT AND 12"(IN)S.S.FLAT WASHER LID SUPPORT-L SHAPE SHOWN 1 SW(IN)DIAM.HOLE i 3/B"(IN)STEEL COVER PLATE- y8"(IN)STEEL y�� 3/8'(IN)STEEL (SEE NOTE 3) 3N6" Y(IN)x 1/4"(IN)-3 17' I 1 aw LL BOLT PLATE CHANNEL- SHOWN CUTAWAY FOR CLARITY COVER LIP PLATE COVER PLATE GAGE STEEL SPACER SEE DETAIL 3/8^(IN)STEEL 12-73+7 V2S.S.PE HEAD U 3118 (TYPJ COVER LIP PLATE BOLT AND IW(IN)S.S.FLAT WASHER T ^ 7" r 1 + ST(IN)x I ZI (TYP.) y18 y16 112 7/8 , d y18 1 mP') - BOLT PLATECHANNEL- O1 HORIZONTAL ,a 1/8 o SEE DETAIL F$Y(IN)+7/4°(IN)-3GAGE LID SUPPORT- n' n. UD HOOK-1.(IN)• SLOT STEEL SPACER LSHAPE SHOWN y18 7°(IN)+y18^(IN)ANGLE 3116 1112 d SLOTTED STEEL CHANNEL )) o ^ (SEE NOTE 3) ".` a' a jHEEXOOUPUNGNUT ORSZONTAL S) (TYP.) " 3/16 d 3 (SEE NOTE 6) LOT y78 HEXCOUPLINGNUT A UDSUPPORT- WWF-WELDED LSHAPE SHOWN WWF-TIED IN PLACES LID BOLT DOWN TO LIP PLATE A (SEE NOTE 3) TO EACH HEADED d 15/CO)SLOTTED S.S. ATTACHMENTTA 3- d ANCHOR SHEAR STUD d 3/16 3116 CHANNEL WITH S.S. SEE DETAIL CHANNEL NUTAND SPRING WELDED PE WWF 4.4-W2.9•W2.9(T1'P.) d<Q DETAIL OF W2.9(8 GAGE) (6 GAGE)(SEE NOTE 10) 1 S.S.5/16-NC•7/8'(IN)WITH (SEE NOTE 10) SECTION C 9/9° S.S.5M 6-NC x y4'(IN)BOLT ALTERNATIVE I SHOWN (IN)-T IN)HEADED LIDBOLT DOWNATTACHMENT &(3 EACH)S.S.5`16'(IN) PERSPECTIVE VIEW ANCHOR SHEARSTUD- TAB-SEE DETAIL FLAT WASHERS LID SHAPE SHRT- 7/4"LID"LID LIFTING NOTCH WELDED TO LIP PLATE DETAIL OE L SHAPE SHOWN ALTEATTACH 7 (SEE NOTE 3) yifi" y18 ALTERIATIVEI BROWN LID BOLT DOWN ATTACHMENT TAB 7/2-73•7 72 S.S.PENTA HEAD (SEE NOTE 12) y8'(IN)STEEL 72-13•t 72 S.S.P. COVER LIP PLATE HEAD BOLT AND 12°(IN)S.S.FLAT WASHER S.S.FLLATAT AND ER 12"(IN) 1 318'(IN)DIAM.HOLE 2' 9/1 DI(AM. Y E° LID LIFTING NOTCH-7/4^(IN)+y4°(IN) BOLT PLATE CHANNEL- 1' 1. ROB 1112 SEE DETAIL S/HOWNSTEEL AWAY CLARITY OVER PLATE- 1� BOLT PLATE CHANNEL- SHOWN CUTAWAY FOR CLARITY SEE DETAIL 55(I')x y18 1 12 y18 1112 72 7116^(IN)x SLOT - - CAL W WFEADS d 3 (SEE NOTE e) (N P') 3/16 SAP(IN) I.L. .i_ PLACES TOO HEADS LID SUPPORT-LSHAPE -� SLOT ANCHOR SHEAR STUD d SHOWN(SEE NOTE 3) - - WWF4.4-W2.9xW2.9 1 - EXPOSE LID BOLT DOWN DIAM�HIXE (TYP.)IS GAGE) �d BOLT DOWN SUPPORTANGLE TOATTACH I (SEE NOTE 10) ZATTACHMENT TAB- -. ALTERNATIVE 2 LID BOLT DOWN Y(IN)'3 (IN)x HEX COUPLING NUT ANGLE ATTACHMENT TAB 12°(IN)S.S.HEX NUTW114*IN ANGLE 3/8"(IN)•3'(IN) S.S.y16-NC•718"(IN)WITH SEE DETAIL 3/2• ( ) HEADED ANCHOR S.S.5/16-NC•y4"(IN)BOLT&THREE LID BOLT DOWN SUPPORT 7/78^(IN)x y4°(IN)SLOT SHEAR STUD- EACH S.S.5116-(IN)FLAT WASHERS ANGLE-2"(IN)•2'(IN)• BOLT PLATE CHANNEL WELDED TO 1/4'(IN)ANGLE 12°(IN)S.S.HEX NUT LIP PLATE UDBOLT DOWN SUPPORT ANGLE- 112'(IN)•3°(IN)•1/4'(IN)ANGLE DETAIL F ALTERNATIVE 2 SHOWN (TwJ 70SEph, DETAIL O PERSPECTIVE VIEW Q� 04 WA3yY O ALTERNATIVE zSHOWN LID BOLT DOWN ATTACHMENT TAB 4� �. 72-13•1 1/2 S.S.PENTA ALTERNATIVE 2 HEAD BOLT AND 12'(IN)S.S. FLAT WASHER (SEE NOTE 12) F " `9 y18' 11ERTI)xYOT AND 13.772.S.FLAT A HEADSHER BOLT SEER ON)LIP STEEL -`� 1 1/8"(IN)x Y(IN) VERTICAL SLOT AND 12"(IN)S.S.FLAT WASHER . m COVER LIP PLATE VERTICAL SLOT 3/8"(IN)STEEL COVER O� .P�3982000 (P') y16 PLATE-SHOWN CUT a 118'(IN)x y4•(IN) 1/4-(IN)STEEL PLATE Ns �ISTP•Y' G\� AWAY FOR CLARITY �� STEEL ANGLE "ZONAL y7 (TYP.) 'a� (IN)STEEL 8 118- ((IN)• (IN) 3/16 1 1/2T PLATE STEEL y76 712 ,I STEEL ANGLGL E a LID SUPPORT- 4• 3y4^ 1/8 LOCKING LID STANDARD +� DUTY JUNCTION BOX WWF-TIED IN d y76 1/B'(IN)•y4'(IN) m (BE =OETEH3) PLACES TO HEADED d ANGLE('NYP.) ____-- ° .'" TYPES 7 SM1 2 ANCHOR SHEAR -W2.9 p 7/q•(IN)STEELPLATE STANDARD PLAN J-40.10-04 WWFTYP.)(.GAGE) "d'n 1/a"(IN)S.8.PLATE ((SEE NOTE 10) (LID SEESUPPORT^LSHAPE SHOWN RA IIR) iS77-7,-, SHEET 20F2 SHEETS (SEE NOTE 10) (SEE NOTE 3) 1/8'(IN)•3/4"(IN)STEEL RADIUS y8'(IN x3'(IN ANGLE-RIGHT ANGLE 1/2•HEX NUT 8'(IN)x y4'(INJ STEEL APPROVED FOR PUBLICATION SHOWN,MIRROR IMAGE ANGLE-MIRROR IMAGE HEADED ANCHO O DETAIL OF FOR LEFT ANGLE ALTERNATIVES FOR LEFT ANGLE SHEARSTUD- DETAIL E LID BOLT ALTERNOWN TIVE3 ATTACHMENT TAB s.,,reoamx E.��x�a WELDED TO ALTERNATIVE 3 SHOWN Zwo.M1i�gnn s.ma oapnnmam al Tmupona4nn LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW (SEE NOTE 12) G 0 48' # COVER MARKING DETAIL NOTES O 42' SEE HINGE DETAIL 1^(TYP.) r(TYP) 1. All box dimensions are approximate.Exact configurations vary among manufacturers. GROUND STUD(TYP) 3B' 41 2. Minimum lid thicknesses are shown.Junction Boxes installed in sidewalks,walkways,and (SEE NOTE 4) 1B,GAP I T$I shared-use paths shall have a slip-resistant mating on the lid and lip cover plate and shall 9 BETWEEN LIDSyi � 1rz^(TYP. rT be installed with the surface flush with and matched to the grade of the sidewalk,walkway, or shared-use path.The non-slip lid shall be identified with permanent markings on the o4 O O O O C t/4^CLEAR underside,indicating the type of surface treatment(see Contract Documents for details)and the year of manufacture.The permanent marking shall be 1/8"(in)line thickness formed with I o of T S LL AROUND a mild steel weld bead and shall be placed prior to hot-dip galvanizing. -------i^�- -, SEE NOTE 8 3. Lid support members shall be 3/16"(in)min.thick steel C,L,or T shape,welded to the frame. Exact configurations vary among manufacturers. I l 4. A 114-20 NC x 3/4"(in)S.S.ground stud shall be welded to the bottom of each lid;include(2)S.S.nuts and(2)S.S.flat washers. o SEE NOTE 8 5. The hinges shall allow the lids to open 180°. m 6. Bolts and nuts shall be liberally mated with anti-seize compound. 7. Connect Equipment Bonding Jumper to ground stud on lid.As an alternative to the ground stud connection,the Equipment Bonding Jumper shall be attached to the front face of the hinge pocket with a 5116-20 NC x 314"(in)S.S.bolt,(2)each S.S.nuts, 15z1 y�� SEE HANDLE - l^I and(2)each S.S.flat washers.Equipment Bonding Jumper shall be#8 AWG min.x 4'(ft)of finned braided copper. O `+ �' DETAIL 3 8. The System Identification letters shall be 1/8"(in)line thickness formed by a mild steel weld bead.See Cover Marking detail. IN y Grind off diamond pattern before forming letters.See Standard Specification 9-29.2(4)for details. _ ova°en 9. See the Standard Specifications far alternative reinforcement and class of concrete. i F----------� i li -------- 10.See Standard Plan J-40.10 for Welded Wire Fabric and Headed Anchor Shear Stud attachment details. t_______________________________________________ __________ 11.Capacity-Conduit diameter=24"(in) 12.Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding.Attachment Tab - shown depicts a typical component arrangement;actual configurations of assembly will vary among manufacturers.See approved HEADED ANCHOR SHEAR STUD- I P.) DIAMOND PATTERN f manufacturers'shop drawing for specifics. 3AI^(IN)x 3"(IN),10 COUNT STUDS J 3/78 t 1/2 ! (SEE NOTE 2) EVENLY SPACED AROUND FRAME 13.Unless otherwise noted in the plans or approved by the Engineer,Junction Boxes,Cable Vaults and Pull Boxes shall not be placed within the sidewalk,walkway,shared use path,traveled way or paved shoulders.All Junction Boxes,Cable Vaults,and Pull Boxes 1s" 79" placed within the traveled way or paved shoulders shall be Heavy-Duty. t0 Equipment Grounding r• 4 sruos EVENLY SPACED 14.Distance between the top of the Conduit and the bottom of the Junction Box lid shall be 6"(in)min.to 8"(in)max.for final grade of Conductor (TYP.) new construction only.See Standard Specification 8-20.3(5).Where adjustments are to be made to existing Junction Boxes, PLAN VIEW or for interim construction stages during the contract,the limits shall be from 6"(in)min.to 10"(in)max.See Standard 4>Copper Soldedess Crimp Specification 8-20.3(6). Connector LOCKING LID STANDARD DUTY JUNCTION BOX 0 Equipment Bonding Jumper Q Foundation O See Contract for conduit size HEX COUPLING NUT JosEpg and number TYP.)-SEE DETAIL"C" 0p WABy, 42" 30" 3/18^ow. 3"(TYP.) TOP OF BASE COURSE 20" 4 tz 9` TOP OF SOIL SURFACE INSIDE WIDTH OF FOUNDATION C 1/2"(IN)STEEL LIFT HOLE- 3M8^(TYPJ 3' .) q ' COVER PLATE 1'(IM-r(IN) TOP OF PAVED (TYP.) DIAM. SURFACE GROUND STUD �O� AB 39820 00 0m 4; a BRIC(TYP)(YWJF) "ZONAL Q \2 HOOP )'O 3 ^� �" 4.4-N2.9(8 GAGE) 8 NG F WITH 8"(IN) �., n 1 m i�'{ 2"MINCry,. #5 HOOP WITH D (SEE NOTE 9) WELDED WRE OVERLAP- 8^PN)OVERLAP- ('° °' WELDED WIRE HOOP 42 TIES ° MIN ° ) O Vines • (SEE NOTE 9)GAGE) LOCKING LID STANDARD DUTY JUNCTION BOX i z CRUSHED SURFACING i 4 TYPE 8 To (SASE COURSE OR TOP COURSE)- f O STANDARD PLAN J-40.30-04 PER STANDARD SPECIFICATION 8A3.8(a);'.A O SHEET I OF 2 SHEETS F APPROVED FOR PUBLICATION __.= 5 PVC CONDUIT GFS CONDUIT 5 SECTION OB s.. R 1 SECTION Op 1 w°.M1i,gr°n sm.o.F°nR,.m°r TAnaP°n°no„ CONDUITS NOT SHOWN G C O Ir ALTERNATE LOCATION FORVrLID P.) 308 O 3H6 1 12 ATTACHMENT OF EQUIPMENT .� LID SUPPORT-3N8"(IN MIN-THICK BONDING JUMPER 12.ON STEEL 1. 5" J HANDLE STOP- (SEE NOTE 7) COVER PLATE 8"(IN).S.(IN 9/1B' 12.ON STEEL COVER PLATELID FRAME-L 1 3M• (I v 12"ON•SH6"(IN 3M"(IN)DIAM. §� HOLE(TYPJmP') 3/i6 `. S.S.PIN WITH SNAP ------, _ v 1 RING GROOVE(TVPJ TOP VIEW v GROUND STUD WITH 2 NUTS AND S.S.FLAT WASHER(TYPJ HANDLE STOP mP') 1/4 2 WASHERS(TYP.)(SEE NOTE 4) S.S.SNAP RING(TYP.)® 12"(IN)STEEL HANDLE-BENT 12°(IN OWdF-TIED IN 2 d COVER PLATED,FLUSH WITH LID PLACTO HEADEDQANCHOR SHEAR STUD(SEE NOTE 10) EQUIPMENT BONDINGmP'JUMPER(TYP.) (SEENOTE 7) HINOE DETAIL 3/8"(IN).3"(IN)HEADEDANCHOR SHEAR STUD-WELDED TO LIP PLATE (SEE NOTE 10) 1"ON•1.ON).1/4"(IN)(TYJtSTEEL .) 5I6"ON)v 1"DN) FRONT VIEW v. HE%COUPLING NUT-S.S.5/16 NC.7/8"(IN) VERTICAL SLOT WITH S.S.5/16 NO.3k"ON BOLT AND 4 EACH HANDLE DETAIL S S.WASHERS(TYP.) DETAIL OC � Z BOLT PLATE CHANNEL I�1• 1 12" 1 3/8' 2 1/4" 1/2-13 v 1 12 S.S.PENTA HEAD BOLT 3H8 1 12 I- -j AND 12"(IN)S.S.FLAT WASHER 3116" LID SUPPORT-3116•(IN MIN.THICK 1 3W(IN)DIAM.HOLE FRAME-L 7 3M"(IN. 12-13.1 12 S.S.PENT -HANDLE SEE DETAIL 5/8"(IN)v 1"(IN) JOSEph, 12"(IN•3/16"ON HEAD BOLT AND 12"ON VERTICAL SLOT S.S.FLAT WASHER 12"(IN)STEEL COVER PLATE 12"(IN)STEEL COVER PLATE Q 04 WA3yY � (TYP.) y18 VA _ SHOI CUTAWAY FOR CLARITY7tz 5 FRAME-L 1 34"ON)+ (TYP.) 3/18 v 12"(IN).WIT(IN 3N8 q p BOLT PLATE LID SUPPORT- 90� .P 39820 09 0m CHANNEL 1/4 311W(IN)MIN.THICKNESS 318 7 12 N�,9Bo13TBY'�G\2 (TYP 3N8 ? d HANDLE STOP^ TONAL e' 1` v BLOTTED S.S.CHANNEL 8"(INj v 3"(IN)v 1/4"(IN) BOLT PLATE CHANNEL- -'-" WITH S.S.CHANNEL NUT WELD TO STEEL COVER PLATE d AND SPRING LOCKING LID STANDARD WWF-TIED HEADED 2 PLACES TTUD(SE ANCHOR - 3NCHO.3"(IN HEADED v4 DUTY JUNCTION BOX SHEAR STUD(SEE NOTE 10) d v ANCHOR SHEAR STUD- S",(IN).r'DN TYPE 8 WELDED TO0) PLATE HORIZONTAL SLOT ' - (SEE NOTE 10) � � STANDARD PLAN J-40.30-04 d SLOTTED S.S.CHANNEL WITH S.S.CHANNEL NUT SHEET 2 OF 2 SHEETS AND SPRING APPROVED FOR PUBLICATION .. DETAIL O s.,, I �� DETAIL OD ISOMETRIC VIEW T Wo.M1l�gnn s.m.o.ponn,.m of TAkponaloo C\ GENERAL NOTE See Standard Plan M-20.10 for pattern and Color requirements. 1 4" 4" 23" 4" 23' 4" 23" 4" 23" 4" 4" 4" 4' 23" 4" 23" 4" 23" 4" L 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" (BROKLN 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- V 1 WIDE LANE LINE&WIDE LINE-W=8" DOUBLE WADE LANE LINE-W=8" 2'-0" 3'-0' BARRIER CENTERLINE-W=20" 1"ITVP.j 4" 4" 20" I ! 100 TO 300 MILS 4" I i 3112• I I 160 MILS MIN. 15 TO 30 MILS J J 'Jyp 90 MILS MIN. TOP VIEW TOP VIEW A TOP VIEW B a 500 MILS MIN. DETAIL L SIDE VIEW SIDE VIEW W SIDE VIEW DETAIL OA CENTERLINE 8 LANE LINE DOTTED LANE LINE-W=4' N SS LINE&TWO-WAY LEFT-TURN CENTERLINE DOTTED EXTENSION LINE WIDE DOTTED LANE LINE-W=8" ' 500 MILS MIN. EMBOSSED PLASTIC FOR: REVEEVE RSIBLE LANE LINE (SOLID OR BROKEN LINE) DOUBLE CENTERLINE It DOUBLE LANE LINE PROFILED PLASTIC EDGE LINE&SOLID LANE LINE (BROKEN LINE) N J.IP,It � DT , sy SECTION O1 i 23 1" 1" O�TO 2 4 0FTO 2" 1" 1" iic 1 ii 0 TO 2" 4 - p-r— B$OI STBR OO�,�b �fONAL Q� lsh,Brian Apr 16 2015 2:27 PM NOT TOSCALE TOP VIEW 500 MILS MIN. 500 MILS MIN. PROFILED AND EMBOSSED i 160 MILS MIN. 1/4' 1/4' 180 MIL.MIN. 1/4' 7/4" PLASTIC.LINES w 15 T030 MILS r 100T 15 TO 30 MILS r STANDARD PLAN M-20.20-02 m SHEET 1 OF 1 SHEET O APPROVED FOR PUBLICATION SIDE VIEW Apr 20 2015 10:07 AM PROFILED EMBOSSED PLASTIC FOR: CENTERLINE&LANE LINE REVERSIBLE LANE LINE _ srn�esc exaxexax o (SOLID OR BROKEN LINE) NO-PASS LINE DOUBLE CENTERLINE&DOUBLE LANE LINE wo.mearo.score o.eenn,em ermnsoexmle. TWO-WAY LEFT-TURN CENTERLINE EDGE LINE&SOLID LANE LINE TRAFFIC CONTROL PLANS 3EVH Preservation - 212th St - 196t" St/Holcomb A - 3 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA N (f.) 25 30 35 60 45 50 55 60 65 70 �I� tit 10 105 130 35 no 4s0 soo sso - \\\ %%w2o-1 I W N E 11 115 165 225 295 495 550 605 WO - - 1 12 125 180 245 320 540 600 E60 720 780 840 I 1 SIGN SPACING -X R I I NOT TO SCALE FREEWAYS&EXPRESSWAYS 55110 MPH 1— uu W205R 1 POSTED RURAL HIGHWAYS 60165 MPH 600'x I SPEED RURAL ROADS 45155 MPH SOUx I I LIMIT RURAL ROADS 8 URBAN ARTERIALS 35 I40 MPH 360'x RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'x(2) I 1 im RESIDENTAL A BUSINESS DISTRICTS W4 2L 4� URBAN STREETS 25 MPH OR LESS 100'x(2) 1 I (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE I I RAMPS,AT-GRADE INTERSECTIONS AND URIVEVA . (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 11 I TABLE(1) 1 CHANNELIZATION DEVICE I SPACING feel MPH TAPER TANGENT 1 1 Sono 4o Bo TAPER=L 35.5 3D 60 I 25130 20 40 1 I I I 1 I I S210ST LEP IFS _ BNSF RR(CONTRACTOR SHALL rallillon( COORDINATE WITH BNSF) ®BNSF RR(SHALL REMAIN CLEAR) 1h90 IBP kt 0EW w1a I I ®METRO STOP UNAFFECTED I I XX SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) POSTED SPEED McDonald's I 8320 S 212th St UPO SHALL CONTROL ALL TRAFFIC LIMIT Kent,WA 98032 W2o.7a I wzaol MOVEMENTS WITHIN INTERSECTION. R�TR I I 4U 4 I METRO STOP 1 I w2o-7a I UNAFFECTED + t TAPER TAPER=L w4-zR IHIIIII — _ — _ _ _ _ _ — _ — _ _ — — _ _. — — — — — — — — — — — — — — — — — — __ _ _ — — _ 0, - ?_ _ _ _ _ _ _ _ _ _ _ _ + t 1uflilll nlln° + t s 212 sT I'1 wzo-7a Em wzo-1 w �EwzO-501 w4-zL w4-2L w14 TAPER=L TAPER=L �W2-1 V "20-7. II I II I I I TAPER=L ARCO Chevron METRO STOP 21214 84th Ave S 8315 S 212th St UNAFFECTED 1 1 Kent,WA 98032 Kent,WA 98032 I 1 1 r:.i II I1 w4 zR LEGEND I U. II II 0 WORK AREA a II TAPER=L 0 0 0 0 o DELINEATION DEVICE I IF APPLICABLE I THESE SIGNS SHALL BE DISPLAYED t I SIGN LOCATION I DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 0 II SEQUENTIAL ARROWBOARD I I I I I GRDDVED MOTORCYCLES UNEVEN .— EXISTING TRAFFIC FLOW 1 1 PAVEMENT U5[AVTIONME LANES w421 W8-2001 W21-1701 W6-11 II UNIFORMED POLICE OFFICER 1 1 I I I I I I ��wzosol II II ADVANCE WARNING SIGNS I SPACED @(X)OR AS PER .NMo wzo-1 SITE CONDITIONS. GENERAL NOTES: +i++ tint REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD wAIII11 ION aETMVR CIAIROL Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER If-) SHEET NUMBER DATE 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. ,,,°` — KENT.01 9/28/21 PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE 2 o p _ 258-1419 INTERSECTIONS AND/OR DRIVEWAYS. ���Ga E-MAIL r chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN WLANE IDTH Posted Speed(mph) KENT,WA N (f.) 25 30 35 60 45 50 55 60 65 70 �I� tit 10 105 130 35 no 4s0 soo sso - \ wzo-1 I W N E 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 640 I I S SIGN SPACING -X I I FREEWAYS&EXPRESSWAYS 55110 MPH 1- *2U -SL I POSTED NOT TO SCALE RURAL HIGHWAYS 60165 MPH 600'x I SPEED RURAL ROADS 45155 MPH Ux I I LIMIT 15 RURAL ROADS 8 URBAN ARTERIALS 35 I40 MPH 360'x 1 RURAL ROADS B URBAN ARTERIALS 25 130 MPH 200'x(2) I I T RESIDENTAL A BUSINESS DISTRICTS W4 2R URBAN STREETS 25 MPH OR LESS 100'x(2) I I (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE I I RAMPS,AT-GRADE INTERSECTIONS AND URIVEVA . (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TABLE(1) CHANNELIZATION DEVICE •;•• SPACING feel MPH TAPER TANGENT : I 5090 40 1 e0 35/45 30 60 TAPER=L 1' I 25130 20 40 I: I C I t I ! I S210ST IEF :IBP _ BNSF RR(CONTRACTOR SHALL MR 05pr COORDINATE WITH.NSF) ®BNSF RR(SHALL REMAIN CLEAR) 8P 0EW w1a F I METRO STOP 1 I ® UNAFFECTED f SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) 1 POSTED PEED McDonald's :I I UPO SHALL CONTROL ALL TRAFFIC 8320 S 212th St MOVEMENTS WITHIN INTERSECTION. LIMIT Kent,WA 98032 YO +W2.1. I F.) I METRO STOP ! ftiI I wzo-7a II� UNAFFECTED + t TAPER=L TAPER=L w42 °"`�°wzD-sot µM°wzo-1 iiiililm ZZ ZC S 212 ST ll +I t mnnt nunin + t �W21.1] ;W20-1;W2—;1W�L W4-zL W1-0 W20-7a I:I I;I TAPER=L TAPER=L JI�II « I r •.r. l� ARCO Chevron METRO STOP `20-78 21214 84th Ave S 8315 S 212th St 'INAFFECTED Kent,WA 98032 Kent,WA 98032 IN f; w14 IN 1'1 TAPER=L I�I I E•'•••• LEGEND " II I Iil a i1 11 I WORK AREA � W4-2L IF APPLICABLE Is Is Is Is Is DELINEATION DEVICE I I• I P TAPER=L THESE SIGNS SHALL BE DISPLAYED I I I I DURING NON-WORKING HOURS N SIGN LOCATION ACCORDING TO RCW 47.36.200 II II'0 SEQUENTIAL ARROWBOARD I I S <1A oov6D MOTORCYCLES UNEVEN I 1 EMENT USE ENTRCNME LANES EXISTING TRAFFIC FLOW W42L wa-zool w21-1701 ws-11 II II UNIFORMED POLICE OFFICER II II I I I I °°°Ewzosol II II ADVANCE WARNING SIGNS I I I I SPACED @(X)OR AS PER .RMo wzo-1 SITE CONDITIONS. GENERAL NOTES: +I+I+ tltlt REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT* 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAIII11 NsaEMVR UNIII� Kent,WA CONDITIONS. SUPERVISO,y,N KENT.02 9/28/21R PHONE NUMBER(fax) SHEET NUMBER DATE 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. .-> Dw N PREPCh!ARED BY PHONE* 6. ALL SPAC1419 ING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE i i2 o p _ INTERSECTIONS AND/OR DRIVEWAYS. �� Ga E-MAIL r 2 2 chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN WLANE IDTH Posted Speed(mph) KENT,WA N (kH) 25 30 35 60 45 50 55 60 65L70 �I� tit 10 105 150 205 270 4. 500 550 - Mo wzo-1 W E 11 115 130 235 295 495 550 605 660 -12 125 180 245 320 540 600 660 720 780 I I wuo W20-SR S SIGN SPACING ■X I i NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH 1- I� I I POSTED RURAL HIGHWAYS 60165 MPH 800'x SPEED RURAL ROADS 45155 MPH 500'x W42L 1 I LIMIT RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35UI RURAL ROADS B URBAN ARTERIALS 25 130 MPH 200'x(2) RESIDENTAL A BUSINESS DISTRICTS I AO URBAN STREETS 25 MPH OR LESS 100'x(2) 1 �} (1)ALL RAMPS O MPS, RADE INTERSECTIONS AND DRYDEWAE INTERCHANGE YS A AT G TAPER=L I I (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT I ROADWAY CONDITIONS. Ftl TABLE(1) 1 CHANNELIZATION DEVICE I SPACING feel MPH TAPER TANGENT I sDl10 40 80 35/45 30 60 I 25/30 20 40 3 I I I S210ST LIP GT BNSF RR(CONTRACTOR SHALL ®BNSF R�MAIN CLEAR COORDINATE WITH BNSF) ra ( 1 d16 0F1R wzo-7� i ®METRO STOP ;j UNAFFECTED 3 SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. w14 ,I' (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) H UPO SHALL CONTROL ALL TRAFFIC 4 MOVEMENTS WITHIN INTERSECTION. POSTED PEED McDonald's I, 1 8320 S 212th St LIMIT Kent,WA 98032 r' 1 T � METRO STOP �'i. 7 wzo-7a w1r I t, I t, UNAFFECTED 11. wa-zL W4-zL `�"`w20-sot axuu wzo-, S 212 ST ® } wz ao, tn1�11R11 e— — — — — — — — — — — — — — — — — III TAPER I I r� I 7 wzaa, FTAPIR=L TAPER 11 w20-7a I 7 ��W20-1 exRn w12.1 W4-2R W42R TAPER I 'I ..I I I 3 I ■�■/ ARCO Chevron METRO STOP I� ,N2p_7a 21214 84th Ave S 8315 S 212th St UNAFFECTED 0 I ;I Kent,WA 98032 Kent,WA 98032 I TAPER=L I I I I I I IF APPLICABLE LEGEND n I THESE SIGNS SHALL BE DISPLAYED I I J 4.2R DURING NON-WORKING HOURS WORK AREA I ACCORDING TO RCW 47.36.200 � I I I I w II II ❑o 0 0❑ DELINEATION DEVICE GROov6D No7oscrne5 UNEVEN I PAVEMENT U5F IONME LANES N SIGN LOCATION I W8-2001 W21-1701 W8-11 I I I I �/Wzo-sL SEQUENTIAL ARROWBOARD 11 f EXISTING TRAFFIC FLOW I I ADVANCE WARNING SIGNS UNIFORMED POLICE OFFICER I f SPACED @(X)OR AS PER "OEUI Wz0-1 SITE CONDITIONS. I I REFER TO SIGN SPACING CHART. II II II 11 GENERAL NOTES: +I+I+ }I}I} 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT* 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD waxlncoNsaEmN�coxrx0 Kent,WA CONDITIONS. SUPERVISOR PHONE NUMBER(fe.) SHEET NUMBER DATE w„ KENT.03 9/28/21 5. ALL SIGNS MIN.48"X 48"UNLESS OTHERWISE SPECIFIED. �: Dw TN PREPCh!ARED BY PHONE* 6. ALL SPAC1419 ING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE i i2 o p _ INTERSECTIONS AND/OR DRIVEWAYS. �� Ga E-MAIL r 2 2 chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN WLANE IDTH Posted Speed(mph) KENT,WA N (kN) 25 30 35 60 45 50 55 60 65 70 III tit 10 105 150 205 270 4. 500 550 - E<o W20 i I W E 11 115 1fi5 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 I 1 wR0 W20-5L S SIGN SPACING -X I i NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH 1- I I I POSTED RURAL HIGHWAYS 60165 MPH 800'x SPEED RURAL ROADS 45155 MPH 500'x W42R I I LIMIT RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35UI RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'x(2) RESIDENTAL A BUSINESS DISTRICTS I AO URBAN STREETS 25 MPH OR LESS 100'x(2) I �} (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE I RAMPS,AT-GRADE INTERSECTIONS AND URIVEVA . (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT TAPER=L I ROADWAY CONDITIONS. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE TABLE(1) ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC CHANNELIZATION DEVICE �; I USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. SPACING feet ( WAC 296-155-305 SECTION 9(C) MPH TAPER TANGENT V I sOnO 4O BO 35.5 3D 60 MY I 25130 20 40 n Wz0-/° I I I I I I I;` I S210ST 0F1A■0EW ~ BNSF RR(CONTRACTOR SHALL ®BNSF RR(SHALL CLEAR) COORDINATE WITH BNSF) 10 Eg d�6 0EW I. ®METRO STOP I� I AFFECTED i SIGNAL SHALL FLASH RED-ALL DIRECTIONS. i• UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) ^ UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. POSTED SPEED McDonald's LIMIT 8320 S 212th St Kent,WA 98032 I TONE I I .! METRO STOP tW�-- w1aUNAFFECTED . wa-zL wa-zL "wzo-sot nxun wzo-1 S 212 ST [it YIN O_ O Is — — — — — — — — — — — — — — — — — — -e =— — — — — — — y - — — — — — - - — — — — — — — — — — — — — — — -- - - - - - - - - - - - — — — — — — — +I t nummmnnn L TAPER= ��•+ I ITI TAPER=L TAPER=L r i r:.i 11 w20-7z I I I Em W20-1 <�inu W20-501 W4-2R 14-2R TAPER=L I JII�� E9J I I I ARCO Chevron METRO STOP wzo-ia 21214 84th Ave S 8315 S 212th St UNAFFECTED i Kent,WA 98032 Kent,WA 98032 I I I I w1a LEGEND I I I I TAPER=L IF APPLICABLE WORK AREA rn I THESE SIGNS SHALL BE DISPLAYED I I DURING NON-WORKING HOURS 0 0 0 0 o DELINEATION DEVICE 1 1 ACCORDING TO RCW 47.36.200 N SIGN LOCATION w4-2L GROOVED MOCAO...0 E UNEVEN I PAVEMENT USE IONME LANES 0 SEQUENTIAL ARROWBOARD 11 TAPER=L W$-2001 W21-1701 WS-11 II 11 .— EXISTING TRAFFIC FLOW I UNIFORMED POLICE OFFICER I ^ � II 44-2L FLAGGING STATION II II II °W20-501 II II ADVANCE WARNING SIGNS GENERAL NOTES: I W. �SPACED @(X)OR AS PER +I+I+ tltlt "`°°Wzo-1 SITE CONDITIONS. REFER TO SIGN SPACING CHART. 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAIII11 roNsaEMVR UNIIIL Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. Jz_LEI KENT.04 9/28/21 w PREPARED PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE JOe _ N �D INTERSECTIONS AND/OR DRIVEWAYS. )Go E-MAIL r chris@traffi ccontrol lan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) MATCH SHEET KENT.06 KENT,WA WIDTH N (f.) 25 30 35 4 45V610iol 50 6-5 1-0 10 105 150 205 270 4 - J' I W E 11 165 225 295 4 660 12 125 10 32 540 720 780 140 '�, POSTED S SIGN SPACING -X SPEED NOT TO SCALE FREEWAYS&EXPRESSWAYS 55110 MPH 1- LIMIT RURAL HIGHWAYS 60165 MPH 800'x J' T RURAL ROADS 45 RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35U RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'x(2) 1. RESIDENTAL A BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'x(2) 4' (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE wl. RAMPS,AT-GRADE INTERSECTIONS AND URIVEVA . J (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE TABLE(1) ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC CHANNELIZATION DEVICE USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. SPACING feet WAC 296-155-305 SECTION 9(C) MPH TAPER TANGENT 5000 40 e0 ' 35.5 3D 60 J' ' 25130 20 40 �. t-20-7.tW2- Mu w213-1 KIP F BNSF RR(CONTRACTOR SHALL BNSF RR(SHALL REMAIN CLEAR) S 210 ST COORDINATE WITH BNSF) AEI w -I' ® METRO STOP AFFECTED 1. SHALL RECEIVE PROPERTY OWNER aB°x L. PERMISSION TO CLOSE DRIVEWAY. ROAD .y 4 ALTERNATE DRIVEWAY AVAILABLE. CLOSED R11-2 SIGNAL SHALL FLASH RED-ALL DIRECTIONS. PRIORITIZE UPO SHALL COUNTERMAND SIGNAL. POSTED NIB FLOW (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) SPEED McDonald's i LIMIT 8320 S 212th St UPO SHALL CONTROL ALL TRAFFIC _ Kent,WA 98032 MOVEMENTS WITHIN INTERSECTION. II ' II , METRO STOP I t2J-7. T sro°Lxwzo-7L, ��wzal UNAFFECTED �� ® � f 11111111111111 ' �/wz6-'b O_ _ _ _ _ _ _ _ _ �_ _ zz 8 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — +It Ii1111111110111111 + t S212ST II I ;W211 PEOW20-TN •�W217. �Wzo-7a II I II Chevron I I 8315 S 212th St I ) I ARCO Kent,WA 98032 METRO STOP 21214 84th Ave S UNAFFECTED I Kent,WA 98032 TO ITOI " w20-71, II III LEGEND I TAPER=L IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED WORK AREA rn I DURING NON-WORKING HOURS a I ACCORDING TO RCW 47.36.200 0 0 0 0 0 DELINEATION DEVICE II II 0N SIGN LOCATION I rI POMED VENT MOOT ORCYCLMETS IOxW SEQUENTIAL ARROWBOARD w4-2R W2001 21-170 ULNAENVEESN WS-11 II 11 f EXISTING TRAFFIC FLOWin I II 11 FLAGGING STATION wzo-sL II 11 II II I ADVANCE WARNING SIGNS SPACED @(X)OR AS PER I E"�W20-1 SITE CONDITIONS. REFER TO SIGN SPACING CHART. II 11 GENERAL NOTES: +ICI+ tltlt 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAIII11 TIIM�UNIIIL Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. ,,,°` wlF KENT.05 9/28/21 PREPARED BY PHONE# Chi 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE tioi2 oTo _ 258-141 INTERSECTIONS AND/OR DRIVEWAYS. ���Ga E-MAIL Ld a chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN WLANE DTH Posted Speed(mph) ` 11 KENT,WA N (10 ft. 25 30 35 40 45 50 55 6- 65 i0 +1/ tlt 10 105 130 3550 � 0 no 11 soo sso - - - W E 11 116 1fi5 225 29s 495 550 605 660 - - I 12 125 180 245 320 540 600 660 720 7W 840 f I I S SIGN SPACING ■X I NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH 1- RURAL HIGHWAYS 60165 MPH 600'x I RURAL ROADS 45 I55 MPH 500'x RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35UI I I RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'x(2) RESIDENTAL A BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'x(2) I (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND URIVEWAYS. I (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I I TABLE(1) I I CHANNELIZATION DEVICE SPACING feel I MPH TAPER TANGENT 5000 4D 1 80 ADVANCE WARNING SIGNS I I 35M5 3D 60 SPACED @(X)OR AS PER- ur3D zo 40 SITE CONDITIONS. un wz0-1 I I REFER TO SIGN SPACING CHART. I I I DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE I I ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) I I w205R I S 206 ST I I _ I I I I LEGEND I I WORK AREA I I POSTED ■■■■❑ DELINEATION DEVICE I SPEED I I LIMIT "r`zL I areo t I SIGN LOCATION 0 SEQUENTIAL ARROWBOARD I I I I f EXISTING TRAFFIC FLOW 0 I I UNIFORMED POLICE OFFICER TAPER=L I I I I ° FLAGGING STATION I I i I I v l w1-n I I I I I I I I ®METRO STOP UNAFFECTED I POSTED I SPEED LIMIT *W2. -,a ' 25 IIE'L I I t 't TO 20-7. 20-7b twl SIGNAL SHALL FLASH RED-ALL DIRECTIONS. IB Illllal UPO SHALL COUNTERMAND SIGNAL. if aouc= (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) AN. UPO SHALL CONTROL ALL TRAFFIC INI1D III S 208 ST MOVEMENTS WITHIN INTERSECTION. / IT I I• I 1' METRO STOP® i • AFFECTED if IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED !•` DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 �wzoaB i• 1• GROOVED MOTORCYC LANES UNEVEN PAVEMENT OSE ExiREME 1 W8-2001 GOUON W21-1701 W8-11 GENERAL NOTES: 1: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND MATCH SHEET KENT.05 CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD wAIII11 ON aEMV11CON1ROl Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER If-) SHEET NUMBER DATE 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. „°` °s w cM1 KENT.06 9/28/21 PREPARED Grose PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE J _ _ INTERSECTIONS AND/OR DRIVEWAYS. ud y Go-z( E-MAIL Chris@traffi ccontrol an.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) MATCH SHEET KENT.08 KENT,WA WIDTH N (f.) 25 30 1 35 40 45V60O .. 50 65 10 10 105 150 205 270 450 - - - • ,i 11 115 1fi5 225 295 495 660 - - I 1 W E 12 125 180 245 320 540 720 7&0 840 1 ,^I POSTED S SIGN SPACING -X 1 I SPEED NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH 1- LIMIT RURAL HIGHWAYS 60 165 MPH 600'x ! ••I T RURAL ROADS 45 I55 MPH 500'x ^ RURAL ROADS&URBAN ARTERIALS 35140 MPH 35U RURAL ROADS B URBAN ARTERIALS 25 130 MPH 200'x(2) RESIDENTAL A BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'x(2) I (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND URIVEVA . (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE TABLE(1) '^I ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC CHANNELIZATION DEVICE .^I USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. SPACING feet WAC 296-155-305 SECTION 9(C) MPH TAPER TANGENT •I 5000 40 80 35.5 3D 60 '•I 25130 20 40 I .•I C t 20-7a E EF°W2am un W20-1 I .I Cu 1 AB' BNSF RR(CONTRACTOR SHALL S 210 ST COORDINATE WITH BNSF) •I ® METRO STOP ,I AFFECTED SHALL RECEIVE PROPERTY OWNER ROAD y PERMISSION TO CLOSE DRIVEWAY CLOSED R11-2 V SIGNAL SHALL FLASH RED-ALL DIRECTIONS. A PRIORITIZE UPO SHALL COUNTERMAND SIGNAL. NIB FLOW (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) POSTED SPEED McDonald's 1 LIMIT 8320 S 212th St UPO SHALL CONTROL ALL TRAFFIC _ Kent,WA 98032 I MOVEMENTS WITHIN INTERSECTION. T II II METRO STOP 1 t2J-1. t-2J_1I, t-2-1 UNAFFECTEDo ® f 11111111111111 °P�°Wzan, O_ _ _ _ _ _ _ _ _ �_ _ zz 8 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — — — — — +It Ii1111111110111111 + t S212ST ;W211 "EOwzo-m w20-0O 1 1 1 �zo-za II I I I Chevron I 8315 S 212th St I ARCO Kent,WA 98032 METRO STOP w20-7b 21214 84th Ave S UNAFFECTED I Kent,WA 98032 I I I TAPER L LEGEND 1 1 l I I I a zL I:1 IF APPLICABLE WORK AREA THESE SIGNS SHALL BE DISPLAYED w I I I I w DURING NON-WORKING HOURS a I ACCORDING TO RCW 47.36.200 0 0 0 0 0 DELINEATION DEVICE °p TAPER II II GROOVED MOTORCYCLES OEE�NSIGN LOCATION 1 1 1 1 AVEMENT ? 10NME W8-2001 W21-17018-11 SEQUENTIAL ARROWBOARD II 11 l f EXISTING TRAFFIC FLOW p I w4-zL FLAGGING STATION 1 1 1 1 II W20-501 II II I ADVANCE WARNING SIGNS SPACED @(X)OR AS PER I EeD wzo-1 SITE CONDITIONS. GENERAL NOTES: REFER TO SIGN SPACING CHART. II 11 +1�1+ t1t1t 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD W/8111M aEMV11C11111L Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. „°` °s w cM1 KENT.07 9/28/21 PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE J INTERSECTIONS AND/OR DRIVEWAYS. ud y Go-z[ E-MAIL r Chris@traffi ccontrol Ian.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN WLANE DTH Posted Speed(mph) ` 11 KENT,WA N (10 ft. 25 30 35 40 45 50 55 6- 65 i0 +1/ tIt 1D 105 130 3550 � 0 no 11 soo sso - - - W E 11 116 1fi5 225 295 495 550 605 660 - - I 12 125 180 245 320 540 600 660 720 7W 840 f I I S SIGN SPACING ■x I NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH 1- RURAL HIGHWAYS 60165 MPH 600'x I RURAL ROADS 45 I55 MPH 500'x RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35U I I RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'x(2) RESIDENTAL A BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'x(2) I (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND URIVEWAVS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I I TABLE(1) I I CHANNELIZATION DEVICE SPACING feel I MPH TAPER TANGENT 5000 4D 80 I 35.5 3D 60 25130 20 40 I I I I I I DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE ADVANCE WARNING SIGNS I I ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC SPACED @(X)OR AS PERK USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. SITE CONDITIONS. un W20-1 I I WAC 296-155-305 SECTION 9(C) REFER TO SIGN SPACING CHART. I I I I I I S 206 ST I I _ I I � I I I I LEGEND I I POSTED �°E�wzoaL SPEED WORK AREA I I LIMIT I I :FEED ■■■■■ DELINEATION DEVICE I I 40 �{ SIGN LOCATION I I I SEQUENTIAL ARROWBOARD I I f EXISTING TRAFFIC FLOW I I I W4-2R I UNIFORMED POLICE OFFICER I I N FLAGGING STATION I I n I I .:XI I I TAPER=L I I I I ®METRO STOP UNAFFECTED I POSTED I I SPEED �w2o-7a LIMIT I I eE® I uer 25 _ rwzaol I I tW2--<tW2.- W20-1 ss SIGNAL SHALL FLASH RED-ALL DIRECTIONS. Hill I UPO SHALL COUNTERMAND SIGNAL. PaD (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) — y '•••••••• iZZ UPO SHALL CONTROL ALL TRAFFIC III IHIIII S 208 ST MOVEMENTS WITHIN INTERSECTION. I ••t I '4 I `L I f METRO STOP® F UNAFFECTED I .•L IF APPLICABLE :L THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS I 'F ACCORDING TO RCW 47.36.200 *W7.ia I •`L GROOVED M""'LEs UNEVEN `r PAVEMENT —Ii.REME LANES ca9Dox W8-2001 W21-1701 W8-11 GENERAL NOTES: I t 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND MATCH SHEET KENT.07 CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WA8811M MVa CIX118a1 Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER If-) SHEET NUMBER DATE w„ KENT.08 9/28/21 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. .-> �w N PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE oi2: , E;p Chris _ INTERSECTIONS AND/OR DRIVEWAYS. ���Ga E-MAIL r 2 2 Chris@trafficcontrol plan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA WIDTH POSTED N (10 10 30 0 4D 45 so ss so ss �70 ++ tltSPEED 10 1os 1s0 zos no 4s0 s0o ss0 - - wzoa LIMITW E 550 605 650 -12 125 180 245 320 540 600 660 720 780 ~ I I 40 SIGN SPACING -X I I NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH I- RURAL HIGHWAYS 60165 MPH 800'x I I RURAL ROADS 45I55 MPH 500'x X W20-5R I RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35UI RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'x(2) RESIDENTIAL A BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'x(2) I I (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE W4-2L RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I I TABLE(1) TAPER=L I I CHANNELIZATION DEVICE SPACING feel I MPH TAPER TANGENT 5000 4D 80 I 35.5 3D 60 W20-7a 25130 20 40 I I I I I I ~ I DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE I ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) I I I / I S 206 ST I ' o I- I If LEGEND i N W WORK AREA I I- ■■■■■ DELINEATION DEVICE t I SIGN LOCATION I' I' SEQUENTIAL ARROWBOARD I- f EXISTING TRAFFIC FLOW UNIFORMED POLICE OFFICER I. � `-pnp�l FLAGGING STATION I• �/°°2o-7a • METRO STOP ADVANCE WARNING SIGNS UNAFFECTED SPACED @(X)OR AS PER POSTED SITE CONDITIONS. I- SPEED REFER TO SIGN SPACING CHART. LIMIT I' 25 i . C ttw 20, SIGNAL SHALL FLASH RED-ALL DIRECTIONS. N WO I UPO SHALL COUNTERMAND SIGNAL. ® ,� (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) — rout UPO SHALL CONTROL ALL TRAFFIC II II III S 208 ST MOVEMENTS WITHIN INTERSECTION. w n61 I � I � I 3 v°°20-7a METRO STOP® I •I UNAFFECTED I I TAPER=L IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS I• I ACCORDING TO RCW 47.36.200 I I I W4-2R GROOVED MOTORCYCLES UNEVEN PAVEMENT USE4UTION E LANE$ W6-2001 W21-1701 WS-11 GENERAL NOTES: I I �W2ML 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND W211 CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD 101u010NsaE,R+m IMIL Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER(faX) SHEET NUMBER DATE 5. ALL SIGNS MIN.48"X 48"UNLESS OTHERWISE SPECIFIED. — " wIF KENT.09 9/28/21 PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE '"0123 °Hn"° _ INTERSECTIONS AND/OR DRIVEWAYS. �! 4a(e E-MAIL r chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA WIDTH POSTED N (r10 a 30 0 4° 45 so ss so ss �70 �+� tltSPEED 1D 1os 1s0 zos no 4sD s0o ss0 - - wz0-1 LIMITVV E 550 605 650 - I41 1EVEFC 12 125 180 245 320 540 600 660 720 780 1 I 40 S SIGN SPACING ■X I 1 NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH I- RURAL HIGHWAYS 60165 MPH 800'x 1 I RURAL ROADS 45155 MPH 500'xE W20dL I 1 RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35UI RURAL ROADS B URBAN ARTERIALS 25 130 MPH 200'x(2) 1 RESIDENTIAL A BUSINESS DISTRICTS 1 URBAN STREETS 25 MPH OR LESS 100'x(2) 1 I I 1 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE W4-2R RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. I 1 (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TABLE(1) '••I CHANNELIZATION DEVICE SPACING feet TAPER=I : I MPH TAPER TANGENT son° 40 1 BD 1: I 35/45 3D 60 25130 zD 40 wz0aa � 1 E I DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE E : I ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC 1 USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) I.' 1 S 206 ST 'f .f LEGEND F 1 •:r WORK AREA 1 'F 1 •'L n Is Is Is Is Is DELINEATION DEVICE 1X. •'1• a t I SIGN LOCATION 1 •.f I .'r SEQUENTIAL ARROWBOARD f EXISTING TRAFFIC FLOW L c .f nUNIFORMED POLICE OFFICER 'r FLAGGING STATION F n 't •f L AI: ®METRO STOP ADVANCE WARNING SIGNS F UNAFFECTED SPACED @(X)OR AS PER POSTED SITE CONDITIONS. • SPEED REFER TO SIGN SPACING CHART. ( LIMIT r 25 { tM�j SIGNAL SHALL FLASH RED-ALL DIRECTIONS. tW2-.tW2.-�IItIHD6111 UPID SHALL COUNTERMAND SIGNAL. (REQUIRES OFF DUTY LAW ENFORCEMENT OFFICER) +. = _ In UPO SHALL CONTROL ALL TRAFFIC Iln lllllll S 208 ST MOVEMENTS WITHIN INTERSECTION. 1 f 1 :I 1 'y wzo-7a I I METRO STOP® C W1'" IF APPLICABLE AFFECTED 1 : TAPER=L 1 I: THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS I 1 I ACCORDING TO RCW 47.36.200 I 1 w4-zL GROOVED IIEB 11 UNEVEN 1 PAVEMENT UEMTIONE LANE$ 1 WB-2001 W21-1701 W8-11 GENERAL NOTES: I I M"W205R 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 414 t�t �,^^E\ 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND — w211 CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAIHIH01■$aETWVR00@11HOL Kent,WA CONDITIONS. SUPERVISOR PHONE NUMBER U..) SHEET NUMBER DATE „Ila 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. KENT.10 9/28/21 �:., D� In PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE ""uizp Chris rose 2 -2 -141 Ll *x INTERSECTIONS AND/OR DRIVEWAYS. 14ale E-MAIL chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN WLANE IDTH Posted Speed(mph) KENT,WA N 30 35 60 45 50 55 60 65 70 MATCH SHEET KENT.12 1. 165 130 z5 - 415 s6o 55 - r n 11s 166 226 2Bs 4B5 SSD 605 666 - - I♦ tit W E 12 125 180 245 320 540 600 E60 720 780 840 I. S SIGN SPACING -X �. NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH I- RURAL HIGHWAYS 60165 MPH 800'x I. RURAL ROADS 45 I55 MPH 500'x RURAL ROADS B URBAN ARTERIALS 35 140 MPH 35U I- RURAL ROADS B URBAN ARTERIALS 25130 MPH 200'x(2) I- RESIDENTAL A BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'x(2) y DRIVEWAY I• CONE LINE BREAK (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. I• ' (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I. ; TABLE(1) POSTED CHANNELIZATION DEVICE I' I SPEED SPACING feel I. LIMIT MPH TAPER TANGENT 6H® 5000 4D 80 I• T 35.5 3D 60 25130 20 40 I' I' I ttI' 1' DRIVEWAY CONE LINE BREAK �• ®METRO STOP I' UNAFFECTED (' 1 DRIVEWAY CONE LINE BREAK 1: 3 I• 3 METRO STOP I• 3 LEGEND AFFECTED I' a I• 'I WORK AREA CONE LINE BREAK I' DRIVEWAY 0 0 0 0 0 DELINEATION DEVICE t I SIGN LOCATION I. 3 SEQUENTIAL ARROWBOARD I' 3 I' 3 f EXISTING TRAFFIC FLOW I 3 I• 1 I' I I' I I. I I I I• I I• �� W6-3 S 206 ST DRIVEWAY _ I I I I r I � w2ro, I a "w20-1 I 7 h I � a I � � I 7 I �I I. I TAPER IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 I I OoaooveD MmoxmcL6s UNEVEN I I ADVANCE WARNING SIGNS PAVEMENT caBnox LANES I wa21 SPACED @(X)OR AS PER S-2001021-1701 W8-11 SITE CONDITIONS. REFER TO SIGN SPACING CHART. I ♦—/_ w2ML I GENERAL NOTES: I 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. �I� tit u W211 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD *1HI17x5TMETAVH0Wx1B0t Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER If-) SHEET NUMBER DATE KENT.11 9/28/21 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE �3L,2 Chris Grose 2 -2 -141 INTERSECTIONS AND/ORDRIVEWAYS. E-MAIL 2--da chris@trafficcontrol plan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) ADVANCE WARNING SIGNS KENT,WA DT zs 30 35 40 45 so ss so ss 70 SPACED @(X)OR AS PER N 10 105 150 205 270 4. 500 550 - SITE CONDITIONS. 11 116 166 226 295 495 550 605 WO - - REFER TO SIGN SPACING CHART. W E 12 125 180 245 320 540 600 660 720 780 840 S SIGN SPACING -x �a„1:a�— +I+ tit NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH 1500'x RURAL HIGHWAYS 60165 MPH fi00'x RURAL ROADS 45 I55 MPH 500'x I RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35U RURAL ROADS B URBAN ARTERIALS 25 130 MPH 200'x(2) w20SR I RESIDENTAL A BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'x(2) I (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. W4-21- I (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I TABLE(1) I CHANNELIZATION DEVICE TAPER POSTED SPACING feet I SPEED MPH TAPER TANGENT 5000 40 80 I LIMIT 35.5 3D 60 I aeRO 25130 20 40 40 I I I I I I I I I I * I I W63 l' I t. I I- I !• I I� I I` I 1. I I� I I• I S 200 ST I (; CONE LINE BREAK Ia I I• I u W211 METRO STOP® �. AFFECTED !- !• I I• I I• rn • W LEGEND I. oQo WORK AREA I- I 0 0 0 0 0 DELINEATION DEVICE I' !' I H SIGN LOCATION I; I 0 SEQUENTIAL ARROWBOARD I. I• I .— EXISTING TRAFFIC FLOW I- I- IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED �- DURING NON-WORKING HOURS I; ACCORDING TO RCW 47.36.200 S 202 ST I• CONE LINE BREAK GROOVED Moro&crcLfis UNEVEN I' S AVEMENT fi LANES 7 P YSCAIITION I, W8-2001 W21-1701 W8-11 ;>.20.1 I- I• �I GENERAL NOTES: CONE LINE BREAK DRIVEWAY 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 4 41tr- 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND MATCH SHEET KENT.11 CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD w/3NI1010N$aEiWVR IIWIol Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE wla KENT.12 9/28121 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. �� N PREPARED BY PHONE# Chi 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE '"0123 °Nn"° INTERSECTIONS AND/OR DRIVEWAYS. 14aLe E-MAIL r 2 -2 -141 chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN WLANE IDTH Posted Speed(mph) KENT,WA N (k.) 25 30 35 60 45 50 55 60 65 70 MATCH SHEET KENT.14 10 105 150 205 270 4. 500 550 - 11 115 ifi5 225 295 495 550 605 650 - - W E 12 125 180 245 320 540 600 660 720 780 840 +CI S S J SIGN SPACING -x NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH I- 1 RURAL HIGHWAYS 60165 MPH RURAL ROADS 45 I55 MPH 500'x RURAL ROADS B URBAN ARTERIALS 35 140 MPH 35UI F +� RURAL ROADS B URBAN ARTERIALS 25 130 MPH 200,1(2) F RESIDENTIAL A BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'x(2) y DRIVEWAY I CONE LINE BREAK (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. [ j TABLE(1) POSTED CHANNELIZATION DEVICE .I SPEED SPACING feel y LIMIT MPH TAPER TANGENT son° 40 80 d T 35.5 3D 60 e 25130 20 40 S j I 1 I 1 I 1 CONE LINE BREAK 4 ®METRO STOP I j AFFECTED I 'I I CONE LINE BREAK I 1 I j METRO STOP UNAFFECTED I 1 I y CONE LINE BREAK I - .d. I j LEGEND I 1 I q 0 WORK AREA I a I 'I ■ e o o DELINEATION DEVICE I y 7 � t I SIGN LOCATION I j SEQUENTIAL ARROWBOARD I 1 f EXISTING TRAFFIC FLOW I 1 I j IIIIIIIIIIII IIIIIIII Wwisda 48 i3° SHALL RECEIVE PROPERTY OWNER ROAD PERMISSION TO CLOSE DRIVEWAY.CLOSE S 206 ST 11-2ALTERNATE DRIVEWAY AVAILABLE. il TAPER=L IF APPLICABLE THESE SIGNS SHALL BE DISPLAYED DURING NON-WORKING HOURS ACCORDING TO RCW 47.36.200 I I OoaooveD MmORmcL6s UNEVEN I I y ADVANCE WARNING SIGNS PAVEMENT EA-RE LANES I w4-zL SPACED @(X)OR AS PER S-20111 VV21-1701 W8-11 SITE CONDITIONS. REFER TO SIGN SPACING CHART. W20-5R I GENERAL NOTES: I 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. �I+ tit u W211 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD *1,1I171IIAUIIMRIOW81BOt Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER If-) SHEET NUMBER DATE c4 KENT.13 9/28/21 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. N PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE "012� o" Chris Grose 2 -2 -141 INTERSECTIONS AND/OR DRIVEWAYS. �J4aAz E-MAIL chris@trafficcontrol plan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) ADVANCE WARNING SIGNS KENT,WA DT zs 30 35 40 45 so ss so ss 70 SPACED @(X)OR AS PER N 10 105 150 205 270 4. 500 550 - SITE CONDITIONS. 11 116 166 226 295 495 550 605 WO - - REFER TO SIGN SPACING CHART. w E 12 125 180 245 320 540 600 660 720 780 840 S SIGN SPACING -x +I+ tit NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH 1— W20-1 RURAL HIGHWAYS 60165 MPH fi00'x RURAL ROADS 45 I55 MPH 500'x I RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35U RURAL ROADS B URBAN ARTERIALS 25 130 MPH 200'x(2) W2.1- RESIDENTAL A BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'x(2) J I (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE �! RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. W4-2R I (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. TABLE(1) CHANNELIZATION DEVICE TAPER POSTED SPACING feet SPEED MPH TAPER TANGENT sonD L. Bo I LIMIT 35.5 3D 60 25130 20 40 40 t I t , 1T W6 �1 � ,f W2-001 � I I I 1 I q C j F 1 I: y i a r j L q t j t �I S 200 ST I 7 CONE LINE BREAK m wzo-1 I: 1 METRO STOP® I 1 UNAFFECTED I; 1 I; 1 G 1 I• j rn W LEGEND f 1 WORK AREA I: 0 0 0 0 0 DELINEATION DEVICE I: I: 1 H SIGN LOCATION I a 0 SEQUENTIAL ARROWBOARD I: I[ 'I .— EXISTING TRAFFIC FLOW I I; q IF APPLICABLE I: J THESE SIGNS SHALL BE DISPLAYED I; 1 DURING NON-WORKING HOURS I: ACCORDING TO RCW 47.36.200 S 202 ST CONE LINE BREAK cROOVEo MoroacrcLfis UNEVEN I i PAVEMENT OSCAUTION E LANES 1 W8-2001 W21-1701 WS-11 Ean W20-, I 4 h GENERAL NOTES: CONE LINE BREAK ot DRIVEWAY 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND MATCH SHEET KENT.13 CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD w/3NI1010N$aEiWVR IIWIol Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE wla KENT.14 9/28121 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. �� N PREPARED BY PHONE# Chi 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE '"0123 °Nn"° INTERSECTIONS AND/OR DRIVEWAYS. 14ale E-MAIL r 2 -2 -141 chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA WIDTH Al (kN) 25 30 35 60 45 50 55 60 65 �80 10 105 150 205 270 460 500 550 - 11 115 165 225 295 495 550 605 WO - W E 12 125 180 245 320 540 600 fi60 720 7S0 POSTED S SIGN SPACING -X *71 +I+ }I} SPEED NOT TO SCALE FIR-8&EXPRESSWAYS 55110 MPH 1— LIMIT RURAL HIGHWAYS 60165 MPH 800'x 1 tMW RURAL ROADS 45 155 MPH w0'x ADVANCE WARNING SIGNS RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35UI SPACED @(X)OR AS PER I 4O RURAL ROADS B URBAN ARTERIALS 25 130 MPH 200'x(2) SITE CONDITIONS. wzo-sR I RESIDENTAL A BUSINESS DISTRICTS REFER TO SIGN SPACING CHART. URBAN STREETS 25 MPH OR LESS 100'x(2) I I (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE W4-2L I RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I TABLE(1) I CHANNELIZATION DEVICE SPACING (feet) TAPER=L I MPH TAPER TANGENT I 50U0 40 Bo 35.5 30 60 DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 5I45 zsr3o zo 4o ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC 4w211a I USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. I I WAC 296-155.305 SECTION 9(C) I I w,-4 I METRO STOP POSTED I ® UNAFFECTED SPEED I LIMIT � I I T PAE — — — — — —S— ST— — — — — — RAISED CURBING— — — W20-7a PR PFow20-7b Mo wz0-1 Zl l 1t Wo 3 UN IRIII ~ SIGNAL SHALL FLASH RED-ALL DIRECTIONS. J>W2ll ;w20-5R wazLWzo-ia I UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) TAPER=L rl I I• I UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. I r METRO STOP AFFECTED ® I I `• I W2.17 LEGEND I r - WORK AREA CONE LINE BREAK I I DRIVEWAY I 0 0 0 0 o DELINEATION DEVICE I ? r a t I SIGN LOCATION I a Wfi-3 SEQUENTIAL ARROWBOARD I I f EXISTING TRAFFIC FLOW W2-401 I UNIFORMED POLICE OFFICER I I FLAGGING STATION n I a I I 00 I I I TAPER=L I I IF APPLICABLE I I THESE SIGNS SHALL BE DISPLAYED I I I DURING NON-WORKING HOURS I I ACCORDING TO RCW 47.36.200 waaR I I 4.2001 s M M6 AnW 21-1701 S-11 ) I I I I I GENERAL NOTES: I Mo wzo-, 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. +I+ }I} 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WA3HIHOTaHsnnl 1111GIIH0( Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER If-) SHEET NUMBER DATE 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. °° p lln KENT.15 9128121 �"'012:2R Hrvo PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE ) m. u253-258-1419 INTERSECTIONS AND/OR DRIVEWAYS. G � E-MAIL r """" chris@trafficcontrol lan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA WDTH N (kN) 25 30 35 60 45 50 55 60 65 �80 10 105 150 205 270 460 500 550 - 11 115 165 225 295 495 550 605 WO - W E 12 125 180 245 320 540 600 E60 720 780 S SIGN SPACING x Is ++ }I} NOT TO SCALE 5 FREEWAVB&EXPRESSWAYS SS I10 MPH 1500'3 W20-1 I RURAL HIGHWAYS 60165 MPH 800'x RURAL ROADS 45 155 MPH w0'x ADVANCE WARNING SIGNS I RURAL ROADS 8 URBAN ARTERIALS 35 140 MPH MO.. SPACED @(X)OR AS PER RURAL ROADS 8 URBAN ARTERIALS 25 130 MPH 200'x(2) SITE CONDITIONS. I POSTED RESIDENTAL a BUSINESS DISTRICTS REFER TO SIGN SPACING CHART. �W2-5L URBAN STREETS 25 MPH OR LESS 100'x(2) I SPEED (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE LIMIT RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. I YFM (2)THIS SPACING MAY BE RE UCED IN URBAN AREAS TO FIT I I UYR ROADWAY 40 TABLE(1) W4-2R I CHANNELIZATION DEVICE I SPACING feel MPH TAPER TANGENT 5000 40 80 35.5 3D 60 25130 20 40 I I TAPER=L I I DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE I ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC I USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. WAC 296-155-305 SECTION 9(C) I w2o-7a METRO STOP POSTED I ® UNAFFECTED SPEED I LIMIT I � I T — — — — — — — — — —5— $T— — — — — — RAISED CURBING— — — — — p y tW2--l-tW2.-lI,'t-2.-I PttICE ��yl ~� _ IIIII BH ;W211. SIGNAL SHALL FLASH RED-ALL DIRECTIONS. dun W20-1 TvW,20-7b W6J - G UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) I: `J UPO SHALL CONTROL ALL TRAFFIC C ;) MOVEMENTS WITHIN INTERSECTION. I: .1 METRO STOP ' UNAFFECTED LEGEND I WORK AREA CONE LINE BREAK I 1 DRIVEWAY .j ■ o DELINEATION DEVICE I J. t I SIGN LOCATION I 1 I � 0 SEQUENTIAL ARROWBOARD I I I �wzo-]a f EXISTING TRAFFIC FLOW Q I I UNIFORMED POLICE OFFICER FLAGGING STATION I I a I I W I I W14 I I I TAPER=L I I IF APPLICABLE I I THESE SIGNS SHALL BE DISPLAYED I I DURING NON-WORKING HOURS I I I ACCORDING TO RCW 47.36.200 wn-zL I I 0GROOVED M s UNEVEN I I PAVEMENT OSEpUnoNM6 LANES I 8-2001 n21-1701 W8-11 I I V •°20-5R I I I I GENERAL NOTES: 1I1 I III }I} 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. un W20-1 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECTI 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD wa3HIHOTaHsnnl 1111GIIHO( Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER If-) SHEET NUMBER DATE 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. °° p lln KENT.16 9128121 �"'012:2R Hrvo PREPARED BY 253-2 EII 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE ,„..,.....)�o,. lu _ INTERSECTIONS AND/OR DRIVEWAYS. E-MAIL r """" chris@trafficcontrol lan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) ADVANCE WARNING SIGNS KENT,WA (t.) zs 30 35 40 45V600i. so 66 70 SPACED @(X)OR AS PER N 10 105 150 205 270 4. - SITE CONDITIONS. REFER TO SIGN SPACING CHART. W E 11 115 165 225 295 495 WO - - 12 125 180 245 320 540 720 7. 640 S SIGN SPACING -X NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH 1500'x I 1 RURAL HIGHWAYS 60165 MPH 800'x RURAL ROADS 45155 MPH 500'x o°°W20-1 +1+ tIt RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35U RURAL ROADS B URBAN ARTERIALS 25130 MPH 200'x(2) I I POSTED RESIDENTAL A BUSINESS DISTRICTS SPEED URBAN STREETS 25 MPH OR LESS 100'x(2) I I LIMIT (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE I 1 PPFfO RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT w W20-5R ROADWAY CONDITIONS. I 40 TABLE(1) I I 1 CHANNELIZATION DEVICE I I SPACING feel MPH TAPER TANGENT W4-2L sDUO 40 e0 1 1 35/45 3D 60 25130 20 40 1 1 I I 0.1 I �I I LEGEND TAPER ;1 I WORK AREA '1 a J 0 0 0 O 0 DELINEATION DEVICE a y 3 t I SIGN LOCATION rn 0 SEQUENTIAL ARROWBOARD � 7 � � EXISTING TRAFFIC FLOW UNIFORMED POLICE OFFICER ? G � I a ® METRO STOP POSTED +W2 UNAFFECTED SPEED o-7a I LIMIT � I 35 r I W-O, F I RAISED CURBING S 196 STwzo-7stW2o-7e u0 w20-1 — — — — — — — — — — — — — — — — — — — — — — — — O= 311 _ TAPER=L IIIIIIIIIIIII II 1 SIGNAL SHALL FLASH RED-ALL DIRECTIONS. w4-zR�wzo-, �F�Ewzo-sL �wzo-7a I UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) I UPO SHALL CONTROL ALL TRAFFIC I I MOVEMENTS WITHIN INTERSECTION. I METROS I ems•+ UNAFFEC' n I a I " CONE LINE BREAK I 1 DRIVEWAY I a I IF APPLICABLE I THESE SIGNS SHALL BE DISPLAYED I : TAPER=L DURING NON-WORKING HOURS I ACCORDING TO RCW 47.36.200 1 I I �>.2001 Moro&ncles UNEVEN I I I USCiUTION E LANES I W4-2R W21-1701 W8-11 I I I I �Pf W20-5L I GENERAL NOTES: I I AH o pN 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. +I+ }I� 1N20-1 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECT# 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD eNNING10111A,ETNiRCOaNNOL Kent WA CONDITIONS. It PHONE NUMBER If-) SHEET NUMBER DATE Na 5. ALL SIGNS MIN.48" 48"UNLESS OTHERWISE SPECIFIED. KENT.17 9/28/21 a.. �� 'lh PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE ""'uiz P o hri r se 2 -2 -141 INTERSECTIONS AND/OR DRIVEWAYS. m 1 —4aA-1 E-MAIL chris@trafficcontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph) KENT,WA WDTH N (kN) 25 30 35 40 45 50 55 50 65 70 10 105 150 205 270 450 500 550 - ADVANCE WARNING SIGNS W E 11 116 165 22s 295 495 550 605 WO - - SPACED @(X)OR AS PER 12 125 180 245 320 540 600 %0 720 780 840 SITE CONDITIONS. REFER TO SIGN SPACING CHART. S SIGN SPACING ■X I NOT TO SCALE FREEWAYS&EXPRESSWAYS 55 110 MPH 1500'x +I RURAL HIGHWAYS 60165 MPH 800'x RURAL ROADS 45 I55 MPH 500'x RURAL ROADS&URBAN ARTERIALS 35 140 MPH 35UI I I RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'x(2) RESIDENTAL A BUSINESS DISTRICTS uu W20-1 I I URBAN STREETS 25 MPH OR LESS 100'x(2) (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE I I RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT I I ROADWAY CONDITIONS. TABLE(1) w20-5L I I CHANNELIZATION DEVICE I I SPACING feel MPH TAPER TANGENT ) I I 5000 4o Bo li I I I DURING HOURS OF DARKNESS,FLAGGER STATIONS SHALL BE 35.5 3D 60 W4-2R zsr3o zo 4o I I ILLUMINATED WITHOUT CAUSING GLARE TO THE TRAVELING PUBLIC USING PORTABLE LIGHT TOWER OR APPROVED ALTERNATIVE. I I WAC 296-155.305 SECTION 9(C) I' W 7 TAPER=L I I m I I I I I I I I wza01 I I I ® METRO STOP POSTED I AFFECTED SPEED LIMIT Us wzo-7a I 1 35 ' a I J $196 ST RAISED CURBING I 1T. — — — — — — — — — — — — — — — — — _ w2o-7B vx RF°wzD-7n nu wzal f 1s rr — _Zl IIIIIIIIIIIII I I SIGNAL SHALL FLASH RED-ALL DIRECTIONS. OPFDw2o-7n ;120-7. I UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) I I UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. LEGEND METRO STOP 11 w2a7a WORK AREA UNAFFECTED® I I i Is Is Is Is Is DELINEATION DEVICE I l w1r H SIGN LOCATION I I I DRIVEWAY I � 0 SEQUENTIAL ARROWBOARD I I EXISTING TRAFFIC FLOW I I I TAPER=L UNIFORMED POLICE OFFICER I I n l I FLAGGING STATION I I I I D I I I I I I IF APPLICABLE POSTED THESE SIGNS SHALL BE DISPLAYED SPEED DURING NON-WORKING HOURS LIMIT I I I'" W4.zL ACCORDING TO RCW 47.36.200 40 GROOVED s P UNEVEN AVEMENT UTE_EME LANES I I CAUTION W8-2001 w21-1701 W8-11 IM. AHIA°W20-5R I I I GENERAL NOTES: I I I I 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. +•+ t t °w20-1 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND CONTRACTOR DATES(OPTIONAL). SUPERVISOR PROJECTI 3. ALERT KING COUNTY METRO CONSTRUCTION 5 DAYS IN ADVANCE 20-3015 OF CLOSURE: 206-477-1140 PHONE NUMBER(office) PROJECT LOCATION 4. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD vRxING0u5 EmVRccuxm3L Kent WA CONDITIONS. SUPERVISOR PHONE NUMBER If-) SHEET NUMBER DATE 5. ALL SIGNS MIN.48"It 48"UNLESS OTHERWISE SPECIFIED. _ W KENT.18 9/28/21 PREPARED BY PHONE# 6. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT °" ??� o _ INTERSECTIONS AND/OR DRIVEWAYS. ���GA�R — E-MAIL r chris@traff!ccontrolplan.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph)W DTH KE NT,WA (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 11 115 165 225 215 491 550 605 6W - - 12 125 1. 245 320 sS 600 660 72O TeO 640 W E SIGN SPACING =X FREEWAYS&EXPRESSWAYS 55 110 MPH 1500't RURAL HIGHWAYS 60 165 MPH BDO'S RURAL ROADS 45 l55 MPH 500'1 NOT TO SCALE RURAL ROADS&URBAN ARTERIALS 35 140 MPH 350't RURAL ROADS&URBAN ARTERIALS 25 130 MPH 200'a(2) RESIDENTAL&BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 1D0'a(2) I I (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. POSTED TABLE(1) uV I SPEED CHANNELIZATION DEVICE X LIMIT SPACING feet MPH TAPER TANGENT A O SOf10 40 BO I 4 1W 30 60 25130 20 40 ADVANCE WARNING SIGNS RDA, SPACED @(X)OR AS PER� WORK I I SITE CONDITIONS. AHEAD REFER TO SIGN SPACING CHART. W20-1 I I I F=- I KEEP CLEAR LEGEND [�a�ff QMbQffff[�C�4[�DD ® WORK AREA ■IN INdN ■■ 28"REFL.CONE 31 KEEP 33 CLEAR METRO STOP H SIGN LOCATION I I UNAFFECTED *�') (RT 153) EXISTING TRAFFIC FLOW -5R I 4 I I h I A I I y I I I I I RX NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED McDonald's I I 8320 S 212th St I I Kent,WA 98032 ^, 28"REFL.CONE 14 I - I 30"x 24" 36"x 24" 36"x 24" 30"x 24" ' CROSSWALK CROSSWALK DETOUR I DETOUR y CLOSED CLOSED � M4-913 R9-3XC I I R9-3XC M4-913 VIIIIIIVIIIVIVII f = - — — — — — —� ,8"x 24" e � DK 1 1 R3-5R r y MODIFIED y s212sT IVIIIDIIIIIIIIIIIVVIVVIIII MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: TYPICAL RIGHT TURN LANE CLOSURE/ CROSSWALK CLOSURE ti 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. KENT 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND NOT To SCALE DATES(OPTIONAL). CONTRACTOR 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD SUPERVISOR JOB NAME CONDITIONS. 2021 Overlay promect 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER(office) PROJECTLOCATION 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. wMNIN ONFTAI 13000NT OL Kent WA 6. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE „ KPW.11 3/2/21 for spacing distances). h PREPARED PHONE# 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE ��oiz `�� E--MAIL Grose se253-258-1419 INTERSECTIONS AND/OR DRIVEWAYS. T ch ris@trafficcontrol Ian.net MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph)W DTH KENT,WA (feet) 25 30 35 40 45 50 55 60 65 70 10 105 1W 205 270 450 500 550 11 115 165 225 295 495 550 605 660 - - 12 125 1. 245 32D 540 fiQ0 BAD 720 TBO BAD W E SIGN SPACING =X FREEWAYS&EXPRESSWAYS 55 I10 MPH 1500't RURAL HIGHWAYS 60 I65 MPH BDO'S RURAL ROADS 4s I55 MPH 500'1 NOT TO SCALE RURAL ROADS&URBAN ARTERIALS 35140 MPH 350't RURAL ROADS&URBAN ARTERIALS 25 130 MPH 2D0'a(2) RESIDENTAL&BUSINESS DISTRICTS I I URBAN STREETS 25 MPH OR LESS 1D0'a(2) (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 TABLE(1) CHANNELIZATION DEVICE SPACING feet 3W x 24" 36"x 24" I 36"x 24" 30"x 24" MPH TAPER TANGENT CROSSWALK Tr 50l]0 40 SO DETOUR I I 35/45 30 60 y CLOSED 25130 20 40 M4-9B R9-3XC I 4 I f — — — — 18"x 24"� — — — — — KEEP R4-7 S 212 ST ���IIIIIII��IIIII^ I h I a I I Chevron I I 30"x 30" 8315 S 212th St sar LPN Kent,WA 98032 I h I MUST I I' rBRK McHT R3-7R METRO STOP I I: UNAFFECTED ® I I LEGEND (RT153,161) ® WORK AREA I I CONE TAPER=L I I , ■■■■■ 28"REFL.CONE I I H SIGN LOCATION I I I m f EXISTING TRAFFIC FLOW I I I I h m 0 SEQUENTIAL ARROWBOARD C. I I I Wa 2L I 4 I I CONE TANGENT=2L I f1 I I 28"REFL.CONE DRIVEWAY ACCESS SHALL BE MAINTAINED WITHIN CONE LINE I I I I I I I I I I I CONE TAPER=L POSTED I I I SPEED LIMIT I I I f W4-2L ADVANCE WARNING SIGNS SPACED @(X)OR AS PER RIGHT SITE CONDITIONS. TY0 LANES CLOSED REFER TO SIGN SPACING CHART. MANDATORY I 4 I I AHEAD W20-501 DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE I h I I REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH I wsaK ROAD AHEAD W20-1 GENERAL NOTES: TYPICAL RIGHT TURN LANE CLOSURE/ KEN T 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. CROSSWALK CLOSURE „,,,,,,�,�„ 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND NOT TO SCALE DATES(OPTIONAL). CONTRACTOR 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD SUPERVISOR JOB NAME CONDITIONS. 2021 Overlay ro'ect 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER(office) PROJECT LOCATION 5. ALL SIGNS MIN.48"x48"UNLESS OTHERWISE SPECIFIED. YdIHINGNx AE MJRCWNROL Kent WA 6. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) SUPERVISOR PHONE NUMBER(fax) SHEETNUMBER DATE _ , KPW.12 3/2/21 for spacing distances). � e� PREPARED o PHONE# 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE �1���3 �� Chris Grose - INTERSECTIONS AND/OR DRIVEWAYS. �!,G° ({�A EMAIL chris@trafficcontrol Ian.net MINIMUM LANE CLOSURE TAPER LENGTH L&,H) TRAFFIC CONTROL PLAN LANE P—d Speed(,ph) KENT,WA N 165 12 1. M. E SIGN SPACING X LEGEND le, WORK AREA S 11 111"PH 11 RZ NZ:A JR TERLALS 31 1 Q IPH 1.MU PAN AN NOT TO SCALE zl 11. ..... 28"REFL.CONE AL USE.CTNE— 2�MI. U— 1. of SIGN LOCATION 11)Al IPAIINI"Al 11 11—oMM -1—Cl PC AND OR=I (S THII I —11 11 1-1 TO III ROADRAL, .. EXISTING TRAFFIC FLOW TABLE(1) ADVANCE WARNING SIGNS CHANNELIMTIDG N DEVICE SPACED @(X)OR AS PER SPACIN fraen 111 t I t METRO STOP SITE CONDITIONS. MEPHI 1 A�ER 1 UNAFFECTED REFER TO SIGN SPACING CHART. (RT 153) POSTED SPEED SERVPRO of Kent 36"x 24" 30"A 24^ LIMIT 8320 S 208th St I sIBBVALx D A SIDEWALK NOT PRESENT Kent,WA 98032 ILI... ETID EAST OF THESE SIGNS R9-9 M4-9E t112.R Hill III 111H 18 x 4" R31R S 208 ST 28"REFL.CONE MODIFIED NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED MANDATORY DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: 1.ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. T 2.NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). CONTRACTOR 3.SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD suREBwsoA JOBNAME CONDITIONS. TYPICAL RIGHT TURN LANE CLOSURE/ 2021 OM promed 4.PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. SIDEWALK CLOSURE PHONE NUMBER I-- 5.ALL SIGNS MIN.48".48"UNLESS OTHERWISE SPECIFIED. Kent,WA PHONE NUMBER IN.) SHEETNUMBER DATE M NiN DEVICES ARE 28"REFL.CONES(see TABLE(1) P S 6.CHANNELIZATI NOT TO SCALE KPW.13 3/2/21 for spacing distances). P"11.Elr, 7*ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE Chr PR'IAIE'(i r,'S a 11-1419 INTERSECTIONS AND/Olt DRIVEWAYS. veW 4 a�'�'@trafflccontrolplan.net a MINIMUM LANE CLOSURE TAPER LENGTH =L(feet) TRAFFIC CONTROL PLAN LANE Posted Speed(mph)W DTH KE NT,WA (feet) 25 30 35 40 45 50 55 60 65 TO 10 105 150 205 270 45C 500 550 11 115 165 225 295 495 550 605 660 - - 12 125 1. 245 320 540 600 6. 720 780 840 Yr E SIGN SPACING =X FREEWAYS&EXPRESSWAYS 55170 MPH 150DII RURAL HIGHWAYS 60165 MPH 800'S RURAL ROADS 4s 155 MPH 500'1 NOT TO SCALE RURAL ROADS&URBAN ARTERIALS 35140 MPH 350'x RURAL ROADS a URBAN ARTERIALS 25 130 MPH 200'x(21 RESIDENTAL&BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100's(21 (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. TABLE(11 CHANSPACNGO(fe DEVICE +I+ I I f MPH TAPER TANGENT 50!/0 40 80 I I 3v45 so so METRO STOP z5130 zo 4a I I UNAFFECTED (RT 153) SERVPRO of Kent I 8320 S 208th St Kent,WA 98032 I 4 I A ill1111111Ill K, S 208 ST Z I +1 I' "=OBEDDE70U SIDEWALK NOT PRESENT 28"REFL.CON EAST OF THESE SIGNS R9-9 M4-9B I I h I I I I I I I I I I I A m I I CONE TAPER=L LEGEND ti I I ® WORK AREA I I I I ■■■■■ 28"REFL.CONE I I H SIGN LOCATION I 4 I EXISTING TRAFFIC FLOW I h I I W4-2L SEQUENTIAL ARROWBOARD I I I I I I RIG-L_SEANE POSTED I I AHEAD SPEED I I W20-5R LIMIT I I T I I I I RoaD ADVANCE WARNING SIGNS woRH �SPACED @(X)OR AS PER AxEAo SITE CONDITIONS. I I wzo-1 REFER TO SIGN SPACING CHART. I I MANDATORY +I+ I f DURING NON-WORKING HOURS,TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH GENERAL NOTES: TYPICAL RIGHT LANE CLOSURE/ SIDEWALK CLOSURE � 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. NOT TO SCALE KEN T 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES(OPTIONAL). CONTRACTOR 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD SUPERVISOR JOB NAME CONDITIONS. 2021 Overlay promect 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. PHONE NUMBER(ofBoe) PROJECT LOCATION 5. ALL SIGNS MIN.48"x 48"UNLESS OTHERWISE SPECIFIED. -111111111A111FAfP0I11T1Ot Kent WA 6. CHANNELIZATION DEVICES ARE 28"REFL.CONES(see TABLE(1) SUPERVISOR PHONE NUMBER(fax) SHEET NUMBER DATE for spacing distances)- .IAA PREPARED BY PHONKPW.14 3/2121 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE 01" u 3„ Chris Grose INTERSECTIONS AND/OR DRIVEWAYS. EMAIL Chris@traffi ccontrol l an.net PROJECT SIGN 4EVH Preservation - 212th St - 196t" St/Holcomb A - 4 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 YourTaxDollars . Work 84th Ave. S. (East Valley Highway) Preservation Project S. 212th St. to S. 196th St. Anticipated Work Completion - Fall 2024 $XXX.qxxx Puget Sound Regional Council Contractor PSRC KENT . . STATE AND FEDERAL PREVAILING WAGE RATES 5EVH Preservation - 212th St - 196t" St/Holcomb A - 5 July 27, 2023 Federal Aid Number: STBGUL-1073(006) Project Number: 20-3015 7/24/23, 11:32 AM 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: 08/22/2023 County Trade Job Classification Wage Holiday Overtime Note *Risk Class King Asbestos Abatement Workers Journey Level $56.80 5D 1 H View King Boilermakers Journey Level $74.29 5N 1C View King Brick Mason Journey Level $66.32 7E 1 N View King Brick Mason Pointer-Caulker-Cleaner $66.32 7E 1 N View King Building Service Employees Janitor $28.23 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $28.68 5S 2F View King Building Service Employees Window Cleaner (Non-Scaffold) $32.18 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $33.18 5S 2F View King Cabinet Makers In Shop) Journey Level $22.74 1 View King Carpenters Acoustical Worker $71.53 15J 4C View King Carpenters Bridge, Dock And Wharf $71.53 15J 4C View Carpenters King Carpenters Floor Layer Et Floor Finisher $71.53 15J 4C View King Carpenters Journey Level $71.53 15J 4C View King Carpenters Scaffold Erector $71.53 15J 4C View King Cement Masons Application of all Composition $70.09 15J 41J View Mastic King Cement Masons Application of all Epoxy $69.59 15J 41J View Material King Cement Masons Application of all Plastic $70.09 15J 41.1 View Material King Cement Masons Application of Sealing $69.59 15J 4U View Compound King Cement Masons Application of Underlayment $70.09 15J 41J View King Cement Masons Building General $69.59 15J 4U View King Cement Masons Composition or Kalman Floors $70.09 15J 4U View King Cement Masons Concrete Paving $69.59 15J 4U View King Cement Masons Curb Et Gutter Machine $70.09 15J 41J View King Cement Masons Curb Et Gutter, Sidewalks $69.59 15J 4U View King Cement Masons Curing Concrete $69.59 15J 41.1 View King Cement Masons Finish Colored Concrete $70.09 15J 4U View about:blank 1/18 7/24/23, 11:32 AM about:blank King Cement Masons Floor Grinding $70.09 15J 4U View King Cement Masons Floor Grinding/Polisher $69.59 15J 4U View King Cement Masons Green Concrete Saw, self- $70.09 15J 4U View powered King Cement Masons Grouting of all Plates $69.59 15J 41.1 View King Cement Masons Grouting of all Tilt-up Panels $69.59 15J 4U View King Cement Masons Gunite Nozzleman $70.09 15J 4U View King Cement Masons Hand Powered Grinder $70.09 15J 4U View King Cement Masons Journey Level $69.59 15J 4U View King Cement Masons Patching Concrete $69.59 15J 4U View King Cement Masons Pneumatic Power Tools $70.09 15J 4U View King Cement Masons Power Chipping Et Brushing $70.09 15J 4U View King Cement Masons Sand Blasting Architectural $70.09 15J 41.1 View Finish King Cement Masons Screed Et Rodding Machine $70.09 15J 4U View King Cement Masons Spackling or Skim Coat $69.59 15J 4U View Concrete King Cement Masons Troweling Machine Operator $70.09 15J 4U View King Cement Masons Troweling Machine Operator on $70.09 15J 4U View Colored Slabs King Cement Masons Tunnel Workers $70.09 15J 4U View King Divers Et Tenders Bell/Vehicle or Submersible $126.05 15J 4C View Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $89.94 15J 4C View King Divers Et Tenders Diver $126.05 15J 4C 8V View King Divers Et Tenders Diver On Standby $84.94 15J 4C View King Divers Et Tenders Diver Tender $77.16 15J 4C View King Divers Et Tenders Hyperbaric Worker - $89.09 15J 4C View Compressed Air Worker 0-30.00 PSI King Divers Et Tenders Hyperbaric Worker - $94.09 15J 4C View Compressed Air Worker 30.01 - 44.00 PSI King Divers Et Tenders Hyperbaric Worker - $107.09 15J 4C View Compressed Air Worker 44.01 - 54.00 PSI King Divers Et Tenders Hyperbaric Worker - $103.09 15J 4C View Compressed Air Worker 54.01 - 60.00 PSI King Divers Et Tenders Hyperbaric Worker - $105.59 15J 4C View Compressed Air Worker 60.01 - 64.00 PSI King Divers Et Tenders Hyperbaric Worker - $110.59 15J 4C View Compressed Air Worker 64.01 - 68.00 PSI King Divers Et Tenders Hyperbaric Worker - $112.59 15J 4C View Compressed Air Worker 68.01 - 70.00 PSI King Divers Et Tenders Hyperbaric Worker - $114.59 15J 4C View Compressed Air Worker 70.01 - 72.00 PSI about:blank 2/18 7/24/23, 11:32 AM about:blank King Divers Et Tenders Hyperbaric Worker - $116.59 15J 4C View Compressed Air Worker 72.01 74.00 PSI King Divers Et Tenders Manifold Operator $77.16 15J 4C View King Divers Et Tenders Manifold Operator Mixed Gas $82.16 15J 4C View King Divers Et Tenders Remote Operated Vehicle $77.16 15J 4C View Operator/Technician King Divers Et Tenders Remote Operated Vehicle $71.98 15J 4C View Tender King Dredge Workers Assistant Engineer $76.56 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $75.97 5D 3F View King Dredge Workers Boatmen $76.56 5D 3F View King Dredge Workers Engineer Welder $78.03 5D 3F View King Dredge Workers Leverman, Hydraulic $79.59 5D 3F View King Dredge Workers Mates $76.56 5D 3F View King Dredge Workers Oiler $75.97 5D 3F View King Drywall Applicator Journey Level $71.53 15J 4C View King Drywall Tapers Journey Level $70.61 5P 1 E View King Electrical Fixture Maintenance Journey Level $37.19 5L 1 E View Workers King Electricians - Inside Cable Splicer $102.90 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $110.61 7C 4E View King Electricians - Inside Certified Welder $99.38 7C 4E View King Electricians - Inside Certified Welder (tunnel) $106.75 7C 4E View King Electricians - Inside Construction Stock Person $49.28 7C 4E View King Electricians - Inside Journey Level $95.88 7C 4E View King Electricians - Inside Journey Level (tunnel) $102.90 7C 4E View King Electricians - Motor Shop Journey Level $48.68 5A 1 B 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 Construction Operator King Electricians - Powerline Journey Level Lineperson $85.42 5A 4D View Construction King Electricians - 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 Electronic Technicians Journey Level $62.13 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 7/24/23, 11:32 AM about:blank King Fabricated Precast Concrete All Classifications - In-Factory $21.34 5B 1 R View Products Work Only King Fence Erectors Fence Erector $48.14 15J 4V 8Y View King Fence Erectors Fence Laborer $48.14 15J 4V 8Y View King Flaggers Journey Level $48.14 15J 4V 8Y View King Glaziers Journey Level $75.91 7L 1Y View King Heat Et Frost Insulators And Journey Level $84.84 15H 11C View Asbestos Workers King Heating Equipment Mechanics Journey Level $94.11 7F 1 E View King Hod Carriers Et Mason Tenders Journey Level $59.85 15J 4V 8Y View King Industrial Power Vacuum Journey Level $15.74 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 1 K View King Inland Boatmen Launch Operator $58.89 5B 1 K View King Inland Boatmen Mate $57.31 5B 1 K View King Inspection/Cleaning/Sealing Of Cleaner Operator, Foamer $31.49 1 View Sewer Et Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $15.74 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $19.33 1 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1 View Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $71.53 15J 4C View King Ironworkers Journeyman $83.79 15K 11N View King Laborers Air, Gas Or Electric Vibrating $56.80 15J 4V 8Y View Screed King Laborers Airtrac Drill Operator $58.56 15J 4V 8Y View King Laborers Ballast Regular Machine $56.80 15J 4V 8Y View King Laborers Batch Weighman $48.14 15J 4V 8Y View King Laborers Brick Pavers $56.80 15J 4V 8Y View King Laborers Brush Cutter $56.80 15J 4V 8Y View King Laborers Brush Hog Feeder $56.80 15J 4V 8Y View King Laborers Burner $56.80 15J 4V 8Y View King Laborers Caisson Worker $58.56 15J 4V 8Y View King Laborers Carpenter Tender $56.80 15J 4V 8Y View King Laborers Cement Dumper-paving $57.84 15J 4V 8Y View King Laborers Cement Finisher Tender $56.80 15J 4V 8Y View King Laborers Change House Or Dry Shack $56.80 15J 4V 8Y View about:blank 4/18 7/24/23, 11:32 AM about:blank King Laborers Chipping Gun (30 Lbs. And $57.84 15J 4V 8Y View Over) King Laborers Chipping Gun (Under 30 Lbs.) $56.80 15J 4V 8Y View King Laborers Choker Setter $56.80 15J 4V 8Y View King Laborers Chuck Tender $56.80 15J 4V 8Y View King Laborers Clary Power Spreader $57.84 15J 4V 8Y View King Laborers Clean-up Laborer $56.80 15J 4V 8Y View King Laborers Concrete Dumper/Chute $57.84 15J 4V 8Y View Operator King Laborers Concrete Form Stripper $56.80 15J 4V 8Y View King Laborers Concrete Placement Crew $57.84 15J 4V 8Y View King Laborers Concrete Saw Operator/Core $57.84 15J 4V 8Y View Driller King Laborers Crusher Feeder $48.14 15J 4V 8Y View King Laborers Curing Laborer $56.80 15J 4V 8Y View King Laborers Demolition: Wrecking Et Moving $56.80 15J 4V 8Y View (Incl. Charred Material) King Laborers Ditch Digger $56.80 15J 4V 8Y View King Laborers Diver $58.56 15J 4V 8Y View King Laborers Drill Operator (Hydraulic, $57.84 15J 4V 8Y View Diamond) King Laborers Dry Stack Walls $56.80 15J 4V 8Y View King Laborers Dump Person $56.80 15J 4V 8Y View King Laborers Epoxy Technician $56.80 15J 4V 8Y View King Laborers Erosion Control Worker $56.80 15J 4V 8Y View King Laborers Faller Et Bucker Chain Saw $57.84 15J 4V 8Y View King Laborers Fine Graders $56.80 15J 4V 8Y View King Laborers Firewatch $48.14 15J 4V 8Y View King Laborers Form Setter $57.84 15J 4V 8Y View King Laborers Gabian Basket Builders $56.80 15J 4V 8Y View King Laborers General Laborer $56.80 15J 4V 8Y View King Laborers Grade Checker Et Transit Person $59.85 15J 4V 8Y View King Laborers Grinders $56.80 15J 4V 8Y View King Laborers Grout Machine Tender $56.80 15J 4V 8Y View King Laborers Groutmen (Pressure) Including $57.84 15J 4V 8Y View Post Tension Beams King Laborers Guardrail Erector $56.80 15J 4V 8Y View King Laborers Hazardous Waste Worker (Level $58.56 15J 4V 8Y View A) King Laborers Hazardous Waste Worker (Level $57.84 15J 4V 8Y View B) King Laborers Hazardous Waste Worker (Level $56.80 15J 4V 8Y View C) King Laborers High Scaler $58.56 15J 4V 8Y View King Laborers Jackhammer $57.84 15J 4V 8Y View King Laborers Laserbeam Operator $57.84 15J 4V 8Y View King Laborers Maintenance Person $56.80 15J 4V 8Y View King Laborers Manhole Builder-Mudman $57.84 15J 4V 8Y View about:blank 5/18 7/24/23, 11:32 AM about:blank King Laborers Material Yard Person $56.80 15J 4V 8Y View King Laborers Mold Abatement Worker $56.80 15J 4V 8Y View King Laborers Motorman-Dinky Locomotive $59.95 15J 4V 8Y View King Laborers nozzleman (concrete pump, $59.85 15J 4V 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 $57.84 15J 4V 8Y View King Laborers Pilot Car $48.14 15J 4V 8Y View King Laborers Pipe Layer (Lead) $59.85 15J 4V 8Y View King Laborers Pipe Layer/Tailor $57.84 15J 4V 8Y View King Laborers Pipe Pot Tender $57.84 15J 4V 8Y View King Laborers Pipe Reliner $57.84 15J 4V 8Y View King Laborers Pipe Wrapper $57.84 15J 4V 8Y View King Laborers Pot Tender $56.80 15J 4V 8Y View King Laborers Powderman $58.56 15J 4V 8Y View King Laborers Powderman's Helper $56.80 15J 4V 8Y View King Laborers Power Jacks $57.84 15J 4V 8Y View King Laborers Railroad Spike Puller - Power $57.84 15J 4V 8Y View King Laborers Raker -Asphalt $59.85 15J 4V 8Y View King Laborers Re-timberman $58.56 15J 4V 8Y View King Laborers Remote Equipment Operator $57.84 15J 4V 8Y View King Laborers Rigger/Signal Person $57.84 15J 4V 8Y View King Laborers Rip Rap Person $56.80 15J 4V 8Y View King Laborers Rivet Buster $57.84 15J 4V 8Y View King Laborers Rodder $57.84 15J 4V 8Y View King Laborers Scaffold Erector $56.80 15J 4V 8Y View King Laborers Scale Person $56.80 15J 4V 8Y View King Laborers Sloper (Over 20") $57.84 15J 4V 8Y View King Laborers Sloper Sprayer $56.80 15J 4V 8Y View King Laborers Spreader (Concrete) $57.84 15J 4V 8Y View King Laborers Stake Hopper $56.80 15J 4V 8Y View King Laborers Stock Piler $56.80 15J 4V 8Y View King Laborers Swinging Stage/Boatswain $48.14 15J 4V 8Y View Chair King Laborers Tamper Et Similar Electric, Air $57.84 15J 4V 8Y View Et Gas Operated Tools King Laborers Tamper (Multiple Et Self- $57.84 15J 4V 8Y View propelled) King Laborers Timber Person - Sewer (Lagger, $57.84 15J 4V 8Y View Shorer Et Cribber) King Laborers Toolroom Person (at Jobsite) $56.80 15J 4V 8Y View King Laborers Topper $56.80 15J 4V 8Y View King Laborers Track Laborer $56.80 15J 4V 8Y View King Laborers Track Liner (Power) $57.84 15J 4V 8Y View King Laborers Traffic Control Laborer $51.48 15J 4V 9C View about:blank 6/18 7/24/23, 11:32 AM about:blank King Laborers Traffic Control Supervisor $54.55 15J 4V 9C View King Laborers Truck Spotter $56.80 15J 4V 8Y View King Laborers Tugger Operator $57.84 15J 4V 8Y View King Laborers Tunnel Work-Compressed Air $158.87 15J 4V 9B View Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $163.90 15J 4V 9B View Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $167.58 15J 4V 9B View Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $173.28 15J 4V 9B View Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $175.40 15J 4V 9B View Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $180.50 15J 4V 9B View Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $182.40 15J 4V 9B View Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $184.40 15J 4V 9B View Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $186.40 15J 4V 9B View Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $59.95 15J 4V 8Y View Tender King Laborers Tunnel Work-Miner $59.95 15J 4V 8Y View King Laborers Vibrator $57.84 15J 4V 8Y View King Laborers Vinyl Seamer $56.80 15J 4V 8Y View King Laborers Watchman $43.76 15J 4V 8Y View King Laborers Welder $57.84 15J 4V 8Y View King Laborers Well Point Laborer $57.84 15J 4V 8Y View King Laborers Window Washer/Cleaner $43.76 15J 4V 8Y View King Laborers - Underground Sewer General Laborer Et Topman $56.80 15J 4V 8Y View Et Water King Laborers - Underground Sewer Pipe Layer $57.84 15J 4V 8Y View Et Water King Landscape Construction Landscape $43.76 15J 4V 8Y View Construction/Landscaping Or Planting Laborers King Landscape Construction Landscape Operator $78.80 15J 11G 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $71.53 15J 4C View King Marble Setters Journey Level $66.32 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 Metal Fabrication (In Shop), Mechanic $43.63 151 11 E View King Metal Fabrication (In Shop), Welder/Burner $39.28 151 11E View King Millwright Journey Level $73.08 15J 4C View King Modular Buildings Cabinet Assembly $15.74 1 View King Modular Buildings Electrician $15.74 1 View King Modular Buildings Equipment Maintenance $15.74 1 View King Modular Buildings Plumber $15.74 1 View about:blank 7/18 7/24/23, 11:32 AM about:blank King Modular Buildings Production Worker $15.74 1 View King Modular Buildings Tool Maintenance $15.74 1 View King Modular Buildings Utility Person $15.74 1 View King Modular Buildings Welder $15.74 1 View King Painters Journey Level $49.46 6Z 11J View King Pile Driver Crew Tender $77.16 15J 4C View King Pile Driver Journey Level $71.98 15J 4C View King Plasterers Journey Level $67.49 7Q 1 R View King Plasterers Nozzleman $71.49 7Q 1 R View King Playground Et Park Equipment Journey Level $15.74 1 View Installers King Plumbers Et Pipefitters Journey Level $96.69 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $80.12 15J 11G 8X View King Power Equipment Operators Assistant Engineer $75.35 15J 11G 8X View King Power Equipment Operators Barrier Machine (zipper) $79.41 15J 11G 8X View King Power Equipment Operators Batch Plant Operator: concrete $79.41 15J 11G 8X View King Power Equipment Operators Boat Operator $80.33 7A 11 H 8X View King Power Equipment Operators Bobcat $75.35 15J 11G 8X View King Power Equipment Operators Brokk - Remote Demolition $75.35 15J 11G 8X View Equipment King Power Equipment Operators Brooms $75.35 15J 11G 8X View King Power Equipment Operators Bump Cutter $79.41 15J 11G 8X View King Power Equipment Operators Cableways $80.12 15J 11G 8X View King Power Equipment Operators Chipper $79.41 15J 11G 8X View King Power Equipment Operators Compressor $75.35 15J 11G 8X View King Power Equipment Operators Concrete Finish Machine - $75.35 15J 11G 8X View Laser Screed King Power Equipment Operators Concrete Pump - Mounted Or $78.80 15J 11G 8X View Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators Concrete Pump: Truck Mount $80.12 15J 11G 8X View With Boom Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount $79.41 15J 11G 8X View With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $78.80 15J 11G 8X View King Power Equipment Operators Cranes Friction: 200 tons and $82.76 7A 11 H. 8X View over King Power Equipment Operators Cranes, A-frame: 10 tons and $75.55 7A 11 H 8X View under King Power Equipment Operators Cranes: 100 tons through 199 $81.12 7A 11 H 8X View tons, or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 tons through 44 $79.62 7A 11 H 8X View tons with attachments King Power Equipment Operators Cranes: 200 tons- 299 tons, or $81.97 7A 11 H 8X View 250' of boom including jib with attachments about:blank 8/18 7/24/23, 11:32 AM about:blank King Power Equipment Operators Cranes: 300 tons and over or $82.76 7A 11H 8X View 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 tons through 99 $80.33 7A 11H 8X View tons, under 150' of boom(including jib with attachments) King Power Equipment Operators Cranes: Friction cranes through $81.97 7A 11H 8X View 199 tons King Power Equipment Operators Cranes: through 19 tons with $79.00 7A 11H 8X View attachments, a-frame over 10 tons King Power Equipment Operators Crusher $79.41 15J 11G 8X View King Power Equipment Operators Deck Engineer/Deck Winches $79.41 15J 11G 8X View (power) King Power Equipment Operators Derricks, On Building Work $80.12 15J 11G 8X View King Power Equipment Operators Dozers D-9 Et Under $78.80 15J 11G 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck $78.80 15J 11G 8X View Or Crane Mount King Power Equipment Operators Drilling Machine $80.92 15J 11G 8X View King Power Equipment Operators Elevator and man-lift: $75.35 15J 11G 8X View permanent and shaft type King Power Equipment Operators Finishing Machine, Bidwell And $79.41 15J 11G 8X View Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 lbs and over with $78.80 15J 11G 8X View attachments King Power Equipment Operators Forklifts: under 3000 lbs. with $75.35 15J 11G 8X View attachments King Power Equipment Operators Grade Engineer: Using Blue $79.41 15J 11G 8X View Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $75.35 15J 11G 8X View King Power Equipment Operators Guardrail Punch $79.41 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump $80.12 15J 11G 8X View Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $79.41 15J 11G 8X View Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill $78.80 15J 11G 8X View Locator King Power Equipment Operators Horizontal/Directional Drill $79.41 15J 11G 8X View Operator King Power Equipment Operators Hydralifts/Boom Trucks Over $79.00 7A 11H 8X View 10 Tons King Power Equipment Operators Hydralifts/boom trucks: 10 $75.55 7A 11H 8X View tons and under King Power Equipment Operators Leverman $81.75 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But $80.12 15J 11G 8X View Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $79.41 15J 11G 8X View Yards King Power Equipment Operators Loaders, Plant Feed $79.41 15J 11G 8X View about:blank 9/18 7/24/23, 11:32 AM about:blank King Power Equipment Operators Loaders: Elevating Type Belt $78.80 15J 11G 8X View King Power Equipment Operators Locomotives, All $79.41 15J 11G 8X View King Power Equipment Operators Material Transfer Device $79.41 15J 11G 8X View King Power Equipment Operators Mechanics: All (Leadmen - $80.92 15J 11G 8X View $0.50 per hour over mechanic) King Power Equipment Operators Motor Patrol Graders $80.12 15J 11G 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel $80.12 15J 11G 8X View Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $75.35 15J 11G 8X View Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators and $78.80 15J 11G 8X View Manlifts), Air Tuggers, Strato King Power Equipment Operators Overhead, bridge type Crane: $79.62 7A 11 H 8X View 20 tons through 44 tons King Power Equipment Operators Overhead, bridge type: 100 $81.12 7A 11 H 8X View tons and over King Power Equipment Operators Overhead, bridge type: 45 tons $80.33 7A 11 H 8X View through 99 tons King Power Equipment Operators Pavement Breaker $75.35 15J 11G 8X View King Power Equipment Operators Pile Driver (other Than Crane $79.41 15J 11G 8X View Mount) King Power Equipment Operators Plant Oiler -Asphalt, Crusher $78.80 15J 11G 8X View King Power Equipment Operators Posthole Digger, Mechanical $75.35 15J 11G 8X View King Power Equipment Operators Power Plant $75.35 15J 11G 8X View King Power Equipment Operators Pumps - Water $75.35 15J 11G 8X View King Power Equipment Operators Quad 9, Hd 41, D10And Over $80.12 15J 11G 8X View King Power Equipment Operators Quick Tower: no cab, under $79.41 15J 11G 8X View 100 feet in height base to boom King Power Equipment Operators Remote Control Operator On $80.12 15J 11G 8X View Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $75.55 7A 11 H 8X View King Power Equipment Operators Rigger/Signal Person, $79.00 7A 11 H. 8X View Bellman(Certified) King Power Equipment Operators Rollagon $80.12 15J 11G 8X View King Power Equipment Operators Roller, Other Than Plant Mix $75.35 15J 11G 8X View King Power Equipment Operators Roller, Plant Mix Or Multi-lift $78.80 15J 11G 8X View Materials King Power Equipment Operators Roto-mill, Roto-grinder $79.41 15J 11G 8X View King Power Equipment Operators Saws - Concrete $78.80 15J 11G 8X View King Power Equipment Operators Scraper, Self Propelled Under $79.41 15J 11G 8X View 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry All $78.80 15J 11G 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 $80.12 15J 11G 8X View Yards And Over King Power Equipment Operators Service Engineers: Equipment $78.80 15J 11G 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $75.35 15J 11G 8X View about:blank 10/18 7/24/23, 11:32 AM about:blank King Power Equipment Operators Shovel, Excavator, Backhoe, $78.80 15J 11G 8X View Tractors Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: $80.12 15J 11G 8X View Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $79.41 15J 11G 8X View Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $80.92 15J 11G 8X View Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $81.75 15J 11G 8X View Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $80.12 15J 11G 8X View King Power Equipment Operators Spreader, Topsider Et $80.12 15J 11G 8X View Screedman King Power Equipment Operators Subgrader Trimmer $79.41 15J 11G 8X View King Power Equipment Operators Tower Bucket Elevators $78.80 15J 11G 8X View King Power Equipment Operators Tower Crane: over 175' through $81.97 7A 11 H 8X View 250' in height, base to boom King Power Equipment Operators Tower crane: up to 175' in $81.12 7A 11 H 8X View height base to boom King Power Equipment Operators Tower Cranes: over 250' in $82.76 7A 11 H 8X View height from base to boom King Power Equipment Operators Transporters, All Track Or Truck $80.12 15J 11G 8X View Type King Power Equipment Operators Trenching Machines $78.80 15J 11G 8X View King Power Equipment Operators Truck Crane Oiler/Driver: 100 $79.62 7A 11H 8X View tons and over King Power Equipment Operators Truck crane oiler/driver: under $79.00 7A 11 H 8X View 100 tons King Power Equipment Operators Truck Mount Portable Conveyor $79.41 15J 11G 8X View King Power Equipment Operators Vac Truck (Vactor Guzzler, $79.41 15J 11G 8X View Hydro Excavator) King Power Equipment Operators Welder $80.12 15J 11G 8X View King Power Equipment Operators Wheel Tractors, Farman Type $75.35 15J 11G 8X View King Power Equipment Operators Yo Yo Pay Dozer $79.41 15J 11G 8X View King Power Equipment Operators- Asphalt Plant Operators $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Boat Operator $80.33 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $75.35 15J 11G 8X View Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $75.35 15J 11G 8X View Underground Sewer Et Water about:blank 11/18 7/24/23, 11:32 AM about:blank King Power Equipment Operators- Bump Cutter $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cableways $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Chipper $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Compressor $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - $75.35 15J 11G 8X View Underground Sewer Et Water Laser Screed King Power Equipment Operators- Concrete Pump - Mounted Or $78.80 15J 11G 8X View Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount $80.12 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount $79.41 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $82.76 7A 11 H 8X View Underground Sewer Et Water over King Power Equipment Operators- Cranes, A-frame: 10 tons and $75.55 7A 11 H 8X View Underground Sewer Et Water under King Power Equipment Operators- Cranes: 100 tons through 199 $81.12 7A 11 H 8X View Underground Sewer Et Water tons, or 150' of boom (including jib with attachments) King Power Equipment Operators- Cranes: 20 tons through 44 $79.62 7A 11 H 8X View Underground Sewer Et Water tons with attachments King Power Equipment Operators- Cranes: 20 tons through 44 $79.62 7A 11 H 8X View Underground Sewer Et Water tons with attachments King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $81.97 7A 11 H 8X View Underground Sewer Et Water 250'of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $82.76 7A 11 H 8X View Underground Sewer Et Water 300'of boom including jib with attachments King Power Equipment Operators- Cranes: 45 tons through 99 $80.33 7A 11 H 8X View Underground Sewer Et Water tons, under 150' of boom(including jib with attachments) King Power Equipment Operators- Cranes: Friction cranes through $81.97 7A 11 H 8X View Underground Sewer Et Water 199 tons King Power Equipment Operators- Cranes: through 19 tons with $79.00 7A 11 H 8X View Underground Sewer Et Water attachments, a-frame over 10 tons King Power Equipment Operators- Crusher $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/Deck Winches $79.41 15J 11G 8X View Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $80.12 15J 11G 8X View Underground Sewer Et Water about:blank 12/18 7/24/23, 11:32 AM about:blank King Power Equipment Operators- Dozers D-9 Et Under $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $78.80 15J 11G 8X View Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $80.92 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Elevator and man-lift: $75.35 15J 11G 8X View Underground Sewer Et Water permanent and shaft type King Power Equipment Operators- Finishing Machine, Bidwell And $79.41 15J 11G 8X View Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 lbs and over with $78.80 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Forklifts: under 3000 lbs. with $75.35 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Grade Engineer: Using Blue $79.41 15J 11G 8X View Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $80.12 15J 11G 8X View Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $79.41 15J 11G 8X View Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill $78.80 15J 11G 8X View Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/Directional Drill $79.41 15J 11G 8X View Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom trucks: 10 $75.55 7A 11 H 8X View Underground Sewer Et Water tons and under King Power Equipment Operators- Hydralifts/boom trucks: over $79.00 7A 11 H 8X View Underground Sewer Et Water 10 tons King Power Equipment Operators- Leverman $81.75 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But $80.12 15J 11G 8X View Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $79.41 15J 11G 8X View Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mechanics: All (Leadmen - $80.92 15J 11G 8X View Underground Sewer Et Water $0.50 per hour over mechanic) King Power Equipment Operators- Motor Patrol Graders $80.12 15J 11G 8X View Underground Sewer Et Water about:blank 13/18 7/24/23, 11:32 AM about:blank King Power Equipment Operators- Mucking Machine, Mole, Tunnel $80.12 15J 11G 8X View Underground Sewer Et Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $75.35 15J 11G 8X View Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators and $78.80 15J 11G 8X View Underground Sewer Et Water Manlifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, bridge type Crane: $79.62 7A 11 H 8X View Underground Sewer Et Water 20 tons through 44 tons King Power Equipment Operators- Overhead, bridge type: 100 $81.12 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Overhead, bridge type: 45 tons $80.33 7A 11 H 8X View Underground Sewer Et Water through 99 tons King Power Equipment Operators- Pavement Breaker $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $79.41 15J 11G 8X View Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler -Asphalt, Crusher $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Power Plant $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10And Over $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quick Tower: no cab, under $79.41 15J 11G 8X View Underground Sewer Et Water 100 feet in height base to boom King Power Equipment Operators- Remote Control Operator On $80.12 15J 11G 8X View Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $75.55 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, $79.00 7A 11 H 8X View Underground Sewer Et Water Bellman(Certified) King Power Equipment Operators- Rollagon $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $78.80 15J 11G 8X View Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $79.41 15J 11G 8X View Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $78.80 15J 11G 8X View Underground Sewer Et Water about:blank 14/18 7/24/23, 11:32 AM about:blank King Power Equipment Operators- Scrapers, Self-propelled: 45 $80.12 15J 11G 8X View Underground Sewer Et Water Yards And Over King Power Equipment Operators- Shotcrete/Gunite Equipment $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe, $78.80 15J 11G 8X View Underground Sewer Et Water Tractors Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: $80.12 15J 11G 8X View Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $79.41 15J 11G 8X View Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $80.92 15J 11G 8X View Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $81.75 15J 11G 8X View Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $80.12 15J 11G 8X View Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Crane: over 175' through $81.97 7A 11H 8X View Underground Sewer Et Water 250' in height, base to boom King Power Equipment Operators- Tower crane: up to 175' in $81.12 7A 11H 8X View Underground Sewer Et Water height base to boom King Power Equipment Operators- Tower Cranes: over 250' in $82.76 7A 11H 8X View Underground Sewer Et Water height from base to boom King Power Equipment Operators- Transporters, All Track Or Truck $80.12 15J 11G 8X View Underground Sewer Et Water Type King Power Equipment Operators- Trenching Machines $78.80 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/Driver: 100 $79.62 7A 11H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Truck Crane Oiler/Driver: 100 $79.62 7A 11H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Truck crane oiler/driver: under $79.00 7A 11H 8X View Underground Sewer Et Water 100 tons King Power Equipment Operators- Truck Mount Portable Conveyor $79.41 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Vac Truck (Vactor Guzzler, $79.41 15J 11G 8X View Underground Sewer Et Water Hydro Excavator) King Power Equipment Operators- Welder $80.12 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farman Type $75.35 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Yo Yo Pay Dozer $79.41 15J 11G 8X View Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $57.22 5A 4A View Trimmers about:blank 15/18 7/24/23, 11:32 AM 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 $92.51 6Z 1G View Mechanics King Residential Brick Mason Journey Level $66.32 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 Drywall Applicators Journey Level $71.53 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 Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $23.47 1 View King Residential Plumbers Et Journey Level $96.69 6Z 1G View Pipefitters King Residential Refrigeration Et Air Journey Level $92.51 6Z 1G View Conditioning Mechanics King Residential Sheet Metal Journey Level $94.11 7F 1 E View Workers King Residential Soft Floor Lavers Journey Level $55.76 5A 3J View King Residential Sprinkler Fitters Journey Level $58.26 5C 211 View .(Fire Protection). King Residential Stone Masons Journey Level $66.32 7E 1 N View King Residential Terrazzo Workers Journey Level $60.36 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 $60.95 5A 3H View King Roofers Using Irritable Bituminous $63.95 5A 3H View Materials King Sheet Metal Workers Journey Level (Field or Shop) $94.11 7F 1 E View King Shipbuilding Et Ship Repair New Construction Boilermaker $50.35 7X 4J View King Shipbuilding Et Ship Repair New Construction Carpenter $50.95 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 $50.42 7X 4J View King Shipbuilding Et Ship Repair New Construction Heat Et Frost $84.84 15H 11C View Insulator King Shipbuilding Et Ship Repair New Construction Laborer $50.95 7X 4J View King Shipbuilding Et Ship Repair New Construction Machinist $50.95 7X 4J View about:blank 16/18 7/24/23, 11:32 AM about:blank King Shipbuilding Et Ship Repair New Construction Operating $41.83 7V 1 View Engineer King Shipbuilding Et Ship Repair New Construction Painter $50.95 7X 4J View King Shipbuilding Et Ship Repair New Construction Pipefitter $50.95 7X 4J View King Shipbuilding Et Ship Repair New Construction Rigger $50.35 7X 4J View King Shipbuilding Et Ship Repair New Construction Sheet Metal $50.35 7X 4J View King Shipbuilding Et Ship Repair New Construction Shipwright $50.95 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 / $50.35 7X 4J View Burner King Shipbuilding Et Ship Repair Ship Repair Boilermaker $50.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Carpenter $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Electrician $50.42 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost $84.84 15H 11C View Insulator King Shipbuilding Et Ship Repair Ship Repair Laborer $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Machinist $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Painter $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Pipefitter $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Rigger $50.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $50.35 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Shipwright $50.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Warehouse / $45.06 7Y 4K View Teamster King Sign Makers Et Installers Journey Level $55.78 0 1 View .(Electrical) King Sign Makers Et Installers (Non- Journey Level $35.73 0 1 View Electrical), King Soft Floor Lavers Journey Level $62.39 15J 4C View King Solar Controls For Windows Journey Level $15.74 1 View King Sprinkler Fitters (Fire Journey Level $92.49 5C 1X View Protection), King Stage Rigging Mechanics (Non Journey Level $15.74 1 View Structural), King Stone Masons Journey Level $66.32 7E 1 N View King Street And Parking Lot Sweeper Journey Level $19.09 1 View Workers King Surveyors Assistant Construction Site $79.00 7A 11 H 8X View Surveyor King Surveyors Chainman $75.55 7A 11 H 8X View King Surveyors Construction Site Surveyor $80.33 7A 11 H 8X View King Surveyors Drone Operator (when used in $75.55 7A 11 H 8X View conjunction with survey work only) King Surveyors Ground Penetrating Radar $75.55 7A 11 H 8X View Operator King Telecommunication Technicians Journey Level $62.13 7E 1 E View about:blank 17/18 7/24/23, 11:32 AM about:blank King Telephone Line Construction - Cable Splicer $39.15 5A 2B View Outside King Telephone Line Construction - Hole Digger/Ground Person $26.29 5A 2B View Outside King Telephone Line Construction - Telephone Equipment Operator $32.72 5A 2B View Outside (Light) King Telephone Line Construction - Telephone Lineperson $37.00 5A 2B View Outside King Terrazzo Workers Journey Level $60.36 7E 1 N View King Tile Setters Journey Level $60.36 7E 1N View King Tile, Marble Et Terrazzo Finisher $51.19 7E 1N View Finishers King Traffic Control Stripers Journey Level $51.90 7A 1 K View King Truck Drivers Asphalt Mix Over 16 Yards $72.45 15J 11M 8L View King Truck Drivers Asphalt Mix To 16 Yards $71.61 15J 11M 8L View King Truck Drivers Dump Truck $71.61 15J 11M 8L View King Truck Drivers Dump Truck Et Trailer $72.45 15J 11M 8L View King Truck Drivers Other Trucks $72.45 15J 11M 8L View King Truck Drivers - Ready Mix Transit Mix $72.45 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 $15.74 1 View Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 View Installers about:blank 18/18 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 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.All 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 3/3/2023 thru 8/30/2023 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 3/3/2023 thru 8/30/2023 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. O. All hours worked on Sundays and holidays shall be paid at one and one-half times 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 3/3/2023 thru 8/30/2023 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(I V2)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 3/3/2023 thru 8/30/2023 Overtime Codes Continued 4. J. 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. 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. 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 days 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). 5of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 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. In 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. 6of1S Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 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 of ten(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 3/3/2023 thru 8/30/2023 Overtime Codes Continued 11. J. 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. 8of15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 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). L 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 3/3/2023 thru 8/30/2023 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. 1. 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 3/3/2023 thru 8/30/2023 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 3/3/2023 thru 8/30/2023 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,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. 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. 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. 12 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Note Codes Continued 8. 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 10l'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. 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.) 13 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Note Codes Continued 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. 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. 14 of 15 Benefit Code Key— Effective 3/3/2023 thru 8/30/2023 Note Codes Continued 9. 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 02/03/2023 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 1 . Executive Order 14026 I linto on or after January 30, 1 generally applies to the I 12022, or the contract is l contract. l ) renewed or extended (e.g. , an 1 . The contractor must pay l loption is exercised) on or l all covered workers at I 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 l I contract in 2023. 1 I I I lIf the contract was awarded onl . Executive Order 13658 l for between January 1, 2015 andl generally applies to the I 1January 29, 2022, and the I contract. l ) contract is not renewed or 1 . The contractor must pay alll lextended on or after January l covered workers at least l 130, 2022: 1 $12.15 per hour (or the I I applicable wage rate listedl I I on this wage determination, ) if it is higher) for all I I I hours spent performing on I I I that contract in 2023. 1 1 1 1 The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request. Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts. 1 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page 2 Modification Number Publication Date 0 01/06/2023 1 02/03/2023 CARP0003-006 06/01/2021 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS (Piledriver only) , PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean) , SKAMANIA, and WAHKIAKUM Counties. Rates Fringes Carpenters: CARPENTERS. . . . . . . . . . . . . . . . . .$ 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 - $0.85 Zone 3 - 1.25 Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington State Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point. ) 2 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 3 ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities ---------------------------------------------------------------- CARP0030-004 06/01/2021 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM Counties Rates Fringes CARPENTER BRIDGE CARPENTERS. . . . . . . . . . .$ 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 $1.50/hour ---------------------------------------------------------------- ELEC0046-001 08/01/2022 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 72.29 27.07 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 65.72 26.87 ---------------------------------------------------------------- * 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 1 Federal Wage Determinations for Highway Construction Page I 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 $9.00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ---------------------------------------------------------------- * ELECO048-029 01/01/2023 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 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 ---------------------------------------------------------------- * ELECO076-002 02/01/2023 GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 53.15 23.81 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 55.14 24.86 ---------------------------------------------------------------- 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 1 Federal Wage Determinations for Highway Construction Page I 9 ---------------------------------------------------------------- ELEC0191-003 06/01/2020 ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44.23 17.73 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 47.95 26.16 ---------------------------------------------------------------- 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 1 Federal Wage Determinations for Highway Construction Page I 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 1A - 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 1 Federal Wage Determinations for Highway Construction Page I 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; 11 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 12 Lewiston, Idaho 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 $1.00 an hour above classification. ---------------------------------------------------------------- ENGI0612-001 06/01/2020 PIERCE County ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles) : Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A. . . . . . . . . . . . . . . . . . .$ 49.50 22.47 GROUP 1AA. . . . . . . . . . . . . . . . . .$ 50.22 22.47 GROUP 1AAA. . . . . . . . . . . . . . . . .$ 50. 94 22.47 GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 48.77 22.47 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 48.15 22.47 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 47. 60 22.47 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 44.55 22.47 14 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 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 1A - 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 1 Federal Wage Determinations for Highway Construction Page I 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 $2.00 per hour. 16 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 17 ---------------------------------------------------------------- ENGI0612-012 06/01/2020 LEWIS, PACIFIC (portion lying north of a parallel line extending west from the northern boundary of Wahkaikum County to the sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS. ON ALL OTHER WORK, THE FOLLOWING RATES APPLY. Zone 1 (0-25 radius miles) : Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1A. . . . . . . . . . . . . . . . . . .$ 48.41 22.47 GROUP 1AA. . . . . . . . . . . . . . . . . .$ 49.13 22.47 GROUP 1AAA. . . . . . . . . . . . . . . . .$ 49.83 22.47 GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 47.70 22.47 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 47.08 22.47 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 46.55 22.47 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 43.54 22.47 Zone Differential (Add to Zone 1 rates) : Zone 2 (26-45 radius miles) _ $1.00 Zone 3 (Over 45 radius miles) - $1.30 BASEPOINTS: 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 1A - 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page 1 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 $2.00 per hour. ---------------------------------------------------------------- ENGI0701-002 01/01/2018 CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENT OPERATORS: ZONE 1 Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 41. 65 14.35 GROUP 1A. . . . . . . . . . . . . . . . . . . .$ 43.73 14.35 GROUP 1B. . . . . . . . . . . . . . . . . . . .$ 45.82 14.35 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 39.74 14.35 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 38.59 14.35 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 37.51 14.35 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 36.27 14.35 GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 33.05 14.35 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 1 Federal Wage Determinations for Highway Construction Page I 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 1A 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page 24 IR0N0014-005 07/04/2022 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 36.21 31.47 ---------------------------------------------------------------- IR0N0029-002 07/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 39.10 29.75 ---------------------------------------------------------------- IR0N0086-002 07/04/2022 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 36.21 31.47 ---------------------------------------------------------------- IR0N0086-004 07/04/2022 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 49.90 31.82 ---------------------------------------------------------------- 24 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 25 LABO0238-004 06/01/2021 PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th Meridian) , FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS & WHITMAN COUNTIES Rates Fringes LABORER (PASCO) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 26. 69 13.65 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 28.79 13.65 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 29.06 13.65 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 29.33 13.65 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 29. 61 13.65 LABORER (SPOKANE) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 27.34 15.35 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 29.44 15.35 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 29.71 15.35 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 29. 98 15.35 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 30.26 15.35 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 27 ---------------------------------------------------------------- LABO0238-006 06/01/2021 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. . . . . . . . . . . . . . . . . . . . . .$ 30.00 13.50 ---------------------------------------------------------------- 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 age WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 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 age WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 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 gage WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 age WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page 1 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 1 Federal Wage Determinations for Highway Construction Page I 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 age WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page 1 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 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ---------------------------------------------------------------- 37 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page 1 38 PAIN0055-003 07/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes PAINTER Brush & Roller. . . . . . . . . . . . . .$ 26.56 13.40 Spray and Sandblasting. . . . . .$ 26.56 13.40 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 06/01/2020 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. . . . . . . . . . . . . . . . . . . . . .$ 31.30 15.53 Zone Differential (Add to Zone 1 rate) : Zone 2 - $2.00 BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office ---------------------------------------------------------------- 38 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page 1 39 PLAS0528-001 06/01/2022 CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES Rates Fringes CEMENT MASON CEMENT MASON. . . . . . . . . . . . . . . .$ 50.00 19.59 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE. . . . . . .$ 50.50 19.59 TROWELING MACHINE OPERATOR ON COMPOSITION. . . . . . . . . . . . . .$ 50.50 19.59 ---------------------------------------------------------------- PLAS0555-002 07/01/2019 CLARK, KLICKITAT AND SKAMANIA COUNTIES ZONE 1: Rates Fringes CEMENT MASON CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD. .$ 37.32 18.77 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD. . . . . . . . . . . .$ 36.58 18.77 CEMENT MASONS. . . . . . . . . . . . . . .$ 35.85 18.77 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS. . .$ 36.58 18.77 Zone Differential (Add To Zone 1 Rates) : Zone 2 - $0. 65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- 39 age WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 40 TEAM0037-002 06/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean) , SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: ZONE 1 GROUP 1. . . . . . . . . . . . . . . . . . . .$ 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 1 Federal Wage Determinations for Highway Construction Page I 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) ---------------------------------------------------------------- 411Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 1 Federal Wage Determinations for Highway Construction Page I 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 classifications; however, 100% of the data reported for the 47 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page I 48 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 interested party's position and by any information (wage 48 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction Page 1 49 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 DECISIO" 49 Page WA20230001 Modification 1 Federal Wage Determinations for Highway Construction