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CAG2024-295 - Original - Transportation Systems, Inc. - Safe Routes to School - School Zone Flashers - 06/13/2024
FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: Agreement Routing Form DirAsst: • For Approvals,Signatures and Records Management Dir/Dep: KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover (optional) W A S H I N G T O N Sheet forms. (Print on pink or cherry colored paper) Originator: Department: Karin Bayes for Chris Wadsworth Public Works Date Sent: Date Required: c 06/11/2024 6/18/2024 Q Mayor or Designee to Sign. Date of Council Approval: Q Q Interlocal Agreement Uploaded to Website 5/7/2024 Budget Account Number: Grant? Yes❑ NoF71 R20131 Budget?W]Yes❑No Type: N/A ==AVendor Name: Category Transportation Systems, Inc. Contract Vendor Number: Sub-Category: Original 0 Project Name: Safe Routes to School - School Zone Flashers cProject Details: The project consists of supply and installation of school zone r_ flashing beacon systems (14) citywide c a, AgreementAmount $329,554 Basis for Selection of Contractor: Bid 4) _ Memo to Mayor must be atta-h-e 3 Start Date: 10 days after NTP Termination Date: 30 Working days after start Q Local Business?❑Yes❑No*If meets requirements per KCC 3.70.100,please complete'Vendor Purchase-Local 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: ❑Yes❑No CAG2024-295 Comments: H i 3 f0 a1 C C 3 cc a, a, cc Date Received:City Attorney: 6/12/24 Date Routed:Mayor's Office6/13/24 City Clerk's Office 6/14/24 adccW22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20221201 6/11/24,3:41 PM Safe Routes to School—School Zone Flashers-Award-City of Kent,Washington City of Kent M Motion passes Washington KENT Action Item 3986 Safe Routes to School — School Zone Flashers - Award Information Department: Public Works Department Sponsors: Category: Award Bid Attachments Printout Safe Routes to School - School Zone Flashers Bid Tab Budget Impact BUDGET IMPACT: No budget impacts as a result of the project. All engineering and construction funded entirely by the Safe Routes to Schools Grant. Motion MOTION: I move to award the Safe Routes to School - School Zone Flashers Project to Transportation Systems, Inc. in the amount of $329,554 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. Summary SUMMARY: The project consists of supply and installation of 14 school zone flashing beacon systems citywide, located near the following schools: • Sunnycrest Elementary School • Star Lake Elementary School • Park Orchard Elementary School • Sunrise Elementary School • Millennium Elementary School • Kent Elementary School • Neely O'Brien Elementary School The bid opening for the Safe Routes to School - School Zone Flashers Project was held on May 2 2024, with three bids received. The lowest responsible and responsive bid was submitted b, Transportation Solutions, Inc. in the amount of $329,554. Bid Tab Summary_ 01. Transportation Systems, Inc. $329,554.00 02. Road Construction Northwest, Inc. $461,867.00 03. Westwater Construction Company $489,400.00 Engineer's Estimate $261,670.00 https://kentwa.igm2.com/Citizens/Detail—LegiFile.aspx?MeetingID=5574&MediaPosition=4829.340&ID=3986&CssClass=&Print=Yes 1/2 6/11/24,3:41 PM Safe Routes to School—School Zone Flashers-Award-City of Kent,Washington Meeting History City May 7, 2024 7:00 PM Video Council City Council Regular Meeting Meeting Bieren provided an overview of the Safe Routes to School - School Zone Flashers project bid and recommended awarding to Transportation Systems, Inc. RESULT: MOTION PASSES [UNANIMOUS] MOVER: Brenda Fincher, Councilmember SECONDER: Toni Troutner, Councilmember AYES: Satwinder Kaur, Bill Boyce, John Boyd, Brenda Fincher, Marli Larimer,Toni Troutner, Zandria Michaud Discussion Add Comment Powered by Granicus https://kentwa.igm2.com/Citizens/Detail—LegiFile.aspx?MeetingID=5574&MediaPosition=4829.340&ID=3986&CssClass=&Print=Yes 2/2 CONFORMED TO ADDENDUM 1 CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Safe Routes to School School Zone Flashers Project Number: 23-3009 BIDS ACCEPTED UNTIL May 2, 2024 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 WAS Hi NGTON INDEX Section 1 Bidder's Package Section 2 Payment and Performance Bond and Contract Section 3 Table of Contents Section 4 Kent Special Provisions Section 5 Project Plans Section 6 Kent Standard Plans Section 7 WSDOT Standard Plans Section 8 Traffic Control Plans Section 9 Prevailing Wage Rates CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Safe Routes to School School Zone Flashers Project Number: 23-3009 BIDS ACCEPTED UNTIL May 2, 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 joHN 40357 ISTE¢� �wsv ���IO AL E��� ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration - City of Kent Non-Discrimination Policy Administrative Policy 1.2 - Inclusive Contracting Proposal Contractor's Qualification Statement Statement that Bidder Has Not Been Disqualified Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Project Plans Kent Standard Plans WSDOT Standard Plans Prevailing Wage Rates BIDDER'S NAME717,-Moy40 1, �J&kUt.Sli ZL", G. CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Safe Routes to School School Zone Flashers Project Number:. 23-3009 BIDS ACCEPTED UNTIL May 2, 2024 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 • KEN T W A S H I N G T O N Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal ORDER OF CONTENTS FOR BID PACKAGE Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Non-Discrimination Policy Administrative Policy 1.2 — Inclusive Contracting Proposal Subcontractor List (over $1 million) — HVAC, Plumbing, and Electrical Subcontractor List (over $1 million) — Structural Steel Installation Rebar Installation Contractor's qualification Statement Statement that Bidder Has Not Been Disqualified Certification of Compliance with Wage Payment Statutes Proposal Signature Page Bid Bond Form Combined Declaration Form: Non-Collusion, Minimum Wage Change Order Bidder's Checklist 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 May 2, 2024, 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: Safe Routes to School School Zone Flashers Project Number: 23-3009 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 supply and installation of school zone flashing beacon systems (14) citywide, located near the following schools: • Sunnycrest Elementary School • Star Lake Elementary School • Park Orchard Elementary School • Sunrise Elementary School • Millennium Elementary School • Kent Elementary School • Neely O'Brien Elementary School The lead time to order and procure the school zone flashing beacon systems and all related appurtenances is anticipated to take several months. The contractor shall order the required equipment as soon as possible and plan their schedule and construction procedures accordingly to ensure that construction is complete within the project's allowable working days as identified in the project contract documents. Ordering of school zone flashing beacon systems shall include all work necessary for the manufacturer to determine the correct solar panel for use and orientation of the solar panels on all solar powered beacons. No additional compensation will be granted to the contractor for a potential delay in delivering these items. The Engineer's estimate for this project is approximately $300,000. Bid documents may beeobtained by contacting City of Kent Engineering Department, Karin Bayes at 253-856-5657. For technical questions, please call Chris Wadsworth at 253-856-5580. 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 httys:l/www.kentwa.ciov/pav-and-aRplv-/bids-procurement-rfps. Copies of the WSDOT Standard Specifications are available for perusal only. 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 Safe Routes to School - School Zone Flashers project is supported with funding from Washington's Climate Commitment Act. The CCA supports Washington's climate action efforts by putting cap-and-invest dollars to work reducing climate pollution, creating jobs, and improving public health. Information about the CCA is available at www.climate.wa.gov. 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 17th day of April 2024. BY: _ Kimb , le A. Komoto, City Clerk Published: Daily Journal of Commerce on April 18 and 25, 2024 Washington State Office of Minority and Women's Business Enterprise on April 18, 2024 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 05Z02,-/)- zLt This statement relates to a proposed contract with the City of Kent named Safe Routes to School School Zone Flashers Project Number: 23-3009 I am the undersigned bidder or prospective contractor. I represent that - 1. I have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. T4wor 1&kl, &I—eo s I4AG. NAMt OF BIDDER BY: SIGNAT RETITLE "I1IVD AA r eln +r*x T ag1-7 UbH - ,I Su- wk 4 a�o ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Safe Routes to School - School Zone Flashers/Wadsworth 1 April 17, 2024 Project Number: 23-3009 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. Safe Routes to School -School Zone Flashers/Wadsworth 2 April 17, 2024 Project Number: 23-3009 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 se.t 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: Safe Routes to School -School Zone Flashers/Wadsworth 3 April 17, 2024 Project Number: 23-3009 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 47,123), 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 - - -- -- - - - .... recipients, sub-recipients and contractors, -whether such programs or - - activities are Federally funded or not); Safe Routes to School -School Zone Flashers/Wadsworth 4 April 17, 2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal viii. Titles II and III of the Americans with Disabilities Act, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131-12189) as implemented by Department of Transportation regulations at 49 C.F.R. parts 37 and 38; ix. The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); X. Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures Non- discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; xi. Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of Limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); xii. Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). xiii. Washington Law Against Discrimination (Ch. 49.60 RCW) 7. The submission of the final invoice for this contract will constitute a reaffirmation that the preceding statements were complied with during the course of the contract's performance. By signing below, I agree to fulfill the fiver uirements referenced above. By: N 50- 4vic— For: _ ;, xJ5A2,T;q�f 7ca j -5,1S- �V Title: Date: Safe Routes to School -School Zone Flashers/Wadsworth 5 April 17, 2024 Project Number: 23-3009 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. Safe Routes to School -School Zone Flashers/Wadsworth 1 April 17,2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal -PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that A1070 ✓1-r*1-'2,J 5 S I-CWS I ye, has examined the job site and construction details of the work as o lined on the plans and described in the specifications for the project named School Zone Flashers/Project Number: 23-3009 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. Safe Routes to School -School Zone Flashers/Wadsworth 2 April 17, 2024 Project Number: 23-3009 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 $ ��i���'�'$ //10ro 'cV WSDOT LUMP SUM Per LS 1005 2-01.5 1 Clearing and Grubbing $ 3 Z50.OD $ 2 -� o'o WSDOT LUMP SUM Per LS 1010 2-02.5 10 Remove Existing Asphalt $ -7 0- n0 $ 70Q ea- KSP SQ YDS Concrete Pavement Per SY .Yv 1020 2-02.5 20 Remove Cement Concrete $ 60 $ 3 000 KSP SQ YDS Sidewalk Per SY 1025 2-02.5 35 Remove Cement Concrete $ • $ 1 ,750 KSP LN FT Curb and Gutter Per LF 1030 2-02.5 35 Remove Cement Concrete $ rp0• I $ t 1 75D �'— KSP LN FT Traffic Curb Per LF 1045 8-21.5 1 Removal of Traffic Signs $ 1 1000 $ 11 0 n KSP LUMP SUM Per LS 1050 2-02.5 60 Saw Cut Existing Asphalt $ L LP • $ KSP LN FT Concrete Pavement Per LF 1055 2-02.5 15 Saw Cut Existing Cement $ 35• $ KSP LN FT Concrete Pavement Per LF Safe Routes to School -School Zone Flashers/Wadsworth 3 April 17,2024 Project Number: 23-3009 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 UANTITY PRICE AMOUNT m� 1060 2-03.5 15 Roadway Excavation Incl. $ 2-0D. 0- $ 3� OM WSDOT CU YDS Haul Per CY �o 1080 4-04.5 20 Crushed Surfacing Top $ 75, $ KSP TONS Course, 5/8 Inch Minus Per TON ($6,00 Min) 1100 5-04.5 5 HMA $ 57-5• WL- $ ZI Cos KSP TONS Class 1/2", PG 58V-22 Per TON 1145 8-14.5 20 Cement Concrete Sidewalk $ 60" $ KSP SQ YDS Per SY 1205 8-04.5 35 Cement Concrete Curb and $ 2-% $ KSP LN FT Gutter Per LF 0 1210 8-04.5 35 Cement Concrete Traffic Curb $ q5- 0;1�- $ 11 5 75 KSP LN FT Per LF 1296 8-18.5 1 Remove, Salvage and $ 1O0-' $ 700• g�- WSDOT EACH Reinstall Mailbox Per EA 1315 8-28.5 6 Pothole Utilities $ 30D• $ I,�00•°'D' KSP EACH Per EA 60 1505 1-10.5 450 Traffic Control Labor $ (/�J• $ Z��ZSD KSP HOURS Per HR Safe Routes to School -School Zone Flashers/Wadsworth 4 April 17, 2024 Project Number: 23-3009 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 UANTITY PRICE AMOUNT 1510 1-10.5(2) 200 Construction Signs Class A $ I .,Q— $ I 1 L40d WSDOT SQ FT Per SF 1515 1-10.5 230 Traffic Control Supervisor $ qD $ 2 a110) eLL' KSP HOURS Per HR J 1520 1-10.5 1 Temporary Traffic Control $ I, 6eo $ It DES KSP LUMP SUM Devices Per LS 1525 8-22.5 10 White Edge Line Paint Stripe $ 2.00 $ 2,epo KSP LN FT Per_LF 1530 8-21.5 1 Permanent Signing $ 31 (gq i -$ WSDOT LUMP SUM Per LS 1535 8-21.5 1 Relocate Signs $ ���,� $ KSP LUMP SUM Per EA 1625 8-20.5 11 Solar Powered Flashing $ Iq, I ZS,w 4, 15 51375 ,CD KSP EACH Beacon with Pole and Pelco Per EA Base 1626 8-20.5 1 Solar Powered Flashing $ 15,215 $ 1$12$5 KSP EACH Beacon with Light Pole Mount Per EA 1630 8-20.5 2 AC Powered Flashing Beacon $ 12.1 q0Z $ 25 KSP EACH with Pole and Pelco Base Per EA Safe Routes to School-School Zone Flashers/Wadsworth 5 April 17,2024 Project Number: 23-3009 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 a.� 1635 8-20.5 90 Supply and Install 2 Inch $ yJr" $ KSP LN FT Diameter Schedule 80 PVC Per LF Conduit 1640 8-20.5 10 Sand for Conduit Bedding $ 75- L0— $ 75L)" fill' KSP TONS Per TN ,20 1650 8-20.5 1 Junction Box, Type 1 $ 7-1500 $ 2,500 KSP EACH Per EA 1660 8-20.5 1 Remote Solar Panel Incl. Post $ 101500 $ to, 5.00 KSP EACH Per EA 1665 8-20.5 40 Additional Lead In Wire $ 35• '2- $ Vlo0 KSP LN FT Per LF 1667 8-20.5 2 2 Inch PVC Conduit Stub Out $ 150D-"- $ 1,DD0 � KSP EACH for Proposed Junction Boxes Per EA 1670 8-20.5 1 Electrical Wiring and $ 3,600- $ 3c00 KSP LUMP SUM Connections Per LS . 1700 8-01.5(2) 6 Inlet Protection $ �o — $ 3n�� KSP EACH Per EA 1730 8-01.5(2) 10 ESC Lead $ $ 5� KSP HOURS Per HR Safe Routes to School—School Zone Flashers/Wadsworth 6 April 17,2024 Project Number: 23-3009 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 1740 1- 1 SPCC Plan $ 39b'au $ 35-0 'O 07.15(1) LUMP SUM Per LS WSDOT 1755 8-01.5(2) 1 Erosion/Water Pollution $1,000 * $1,000 WSDOT FORCE Control Per FA ACCOUNT *Common price to all bidders 1775 8-01.5(2) 20 Street Cleaning $ �'6O $ 5' 0(D' WSDOT HOURS Per HR 1805 8-02.5 10 Topsoil Type A $ '1?- ,OD $ t-L 50.06 KSP CU YDS Per CY 1830 8-01.5(2) 10 Seeding, Fertilizing, and $ �S•�'D $ 7,5b,vz> KSP SQ YDS Mulching Per SY 1836 2-01.5 1 Tree Trimming $5,000 * $5,000 KSP FORCE Per FA ACCOUNT *Common price to all bidders 1900 1-04.4 1 Minor Changes $5,000 * $5,000 KSP CALC Per CALC *Common price to all bidders Schedule I Total $ 3go1 55-Y , aD Safe Routes to School -School Zone Flashers/Wadsworth 7 May 1, 2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal BID SUMMARY Schedule I I AAWV5AV ,bO-7 SyS{C�Si �N/L Street TOTAL BID AMOUNT 340 554•do Safe Routes to School-School Zone Flashers/Wadsworth 8 April 17, 2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 PROJECTT, 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. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that - - the bidder is not responsible to perform the contract work. Safe Routes to School -School Zone Flashers/Wadsworth 9 April 17,2024 Project Number: 23-3009 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 as not to be misleading. / SUBMITTED BY: �� '%a? N wc_ NAME: /4iE ADDRESS: �� �66 -a- ,S�•Mn�r' w'`�' ��3 QU PRINCIPAL OFFICE: ADDRESS: PHONE: 75-b 02-Sy FAX: z5-3 — gb-S —IF L2f STATUTORY REQUIREMENTS — Per state law a bidder must meet the following responsibility criteria 1. Required Responsibility Criteria 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. S ez+ln- P 1.2 If applicable, provide a copy of your plumbing contractor license in compliance with chapter 18.106 RCW, an elevator contractor license in compliance with chapter 19.28, or an electrical contractor license in compliance with chapter 19.28 RCW, as required under the provisions of those chapters. Su � •�P 1.3 Provide your current state unified business identifier number. �&2-72(, 2.09 — S A LP 1.4 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 - - - - RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Safe Routes to School-School Zone Flashers/Wadsworth 10 ac{�l April 17, 2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.5 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). b_t& 1.6 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. &qG vJ4.ad1tk 1.7 Provide proof that a designated person or persons with your company has either received training from the department of labor and industries or an approved training provider on the requirements related to public works and prevailing vyages 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. S-c-t a 4k-rkCt1,.4 . SUPPLEMENTAL CRITERIA — Established by the City to determine bidder responsibility 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? t'7 2.2 How many years has your organization been in business under its present business name? 1-7 2.2.1 Under what other or former names has your organization operated? N IAA 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2O--7 2.3.2 State of incorporation: Wks*orccwJ 2.3.3 President's name: Ru6E 2.3.4 Vice-president's name(s): NIN 2.3.5 Secretary's name: t!/M 2.3.6 Treasurer's name: Oar, 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: - NA 2.4.2 Type of partnership (if applicable): Safe Routes to School-School Zone Flashers/Wadsworth 11 April 17, 2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: /l/k- 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. Ct"rd C..01►4selz.i 011-� EIcc(l . Co fv-w�.uG 3.2 List jurisdictions in which your organization's partnership or trade name is filed. Sr*M or (,c kSK,,4M•J 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. EJrc4,1`TcJ 1 Cc r.Gt—�) A Sp"9-1 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? tjo 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? /J° 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years?A/b 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) ijo 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled 'completion date. f-w cf+•.&kA--P 4.4.1 State total worth of work in progress and under contract: 10 M 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. S<-c C 44-M A-4 4.5.1 State average annual amount of construction work performed during the past five years: Safe Routes to School -School Zone Flashers/Wadsworth 12 April 17, 2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 5- �t4 4.7 On a separate sheet, list your major equipment. 51,,e af�-*A4 S. REFERENCES 5.1 Trade References: p,4v'9> moo— -762 r 5q 6-2- 5.2 Bank References: C :S M rrcat&u — 206- 409 — 498(o 0�,tf0(3,4N" 5.3 Surety: Irw5.3.1 Name of bonding company: Q/�'�I�. / 5'�'' fi r�C� 5.3.2 Name and address of agent: 5c..04 �'•t✓��.�-- 6. FINANCING ZZ33 J 1Zro A'— AJE & CI e. tIUA'I WA F000q 6.1 Financial Statement. 2.53-359- 170 Z, After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? Safe Routes to School-School Zone Flashers/Wadsworth 13 April 17, 2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? Safe Routes to School-School Zone Flashers/Wadsworth 14 April 17, 2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage conditions Agreement see www.bxwa.com - Always Verify Scal 7. SIGNATURE 7.1 Dated at this �—Ak day of _� , 2024. Name of Organization: — 5-Ob� a SGI� S� /A/ , � 17 164 � � c O N &-e*e 3 90 By: Title: P�r � 7.2 .;o�. � 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 this 2- day of , 2024. Notary Public: My Commission Expires: 312,0Z-1 Notary Public State of Washington MEGAN DORGE MY COMM. EXR AUG.03,2026 COMM. #22029680 Safe Routes to School-School Zone Flashers/Wadsworth 15 April 17,2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal 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 (May 2, 2024), the bidder has not been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3). Bidd is siness ame 6464- Signature of Authorized Official* &Afm - rluiy Prin d Name Pru 1,d:e�i- Title 06 02212n yr( samm.J/- Wk 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. Safe Routes to School -School Zone Flashers/Wadsworth 16 April 17, 2024 Project Number: 23-3009 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 (May 2, 2024), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. T 4 K, T.vtc. Bidder' sines Nar e Signature of Authorized Official* QV t., K_, &l t1, Print4d Name Title 05 20 (pltiMkVA/— u)A- 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. Safe Routes to School-School Zone Flashers/Wadsworth 17 April 17,2024 Project Number: 23-3009 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 30 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 0_, , to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: NAM BID ER Signatu a of Authorized Representative s"oK, f e-/ (Pnrq Name and Title) 691-1 Address EWwMaIJV (A) 3gi0 Safe Routes to School—School Zone Flashers/Wadsworth 18 April 17, 2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Transportation Systems, Inc. , as Principal, and Western Surety Company , as Surety, are held and firmly Five Percent(5%) of the bound unto the CITY OF KENT, as Obligee, in the penal sum of Total Amount Bid 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 Safe Routes to School - School Zone Flashers/Project Number: 23-3009 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 2nd DAY OF May 2024. Transprtation ystems, Inc. PRINCIPAL Western Surety Company G�- SURETY Derek Sabo, Attorney-In-Fact 20 Received return of deposit in the sum of $ Safe Routes to School - School Zone Flashers/Wadsworth 19 April 17, 2024 Project Number: 23-3009 fi Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint Susan B Larson, Deanna M French, Ronald J Lange, Scott Fisher,Elizabeth R Hahn,Jana M Roy,Scott McGilvray, Mindee L Rankin, Roger Kaltenbach,John R Claeys,Guy P Armfield,Nicholas Fredrickson,Scott Garcia,Andrew Kerslake,Derek Sabo,Charla M Boadle,Alec Gumpfer, Katelyn Cooper,Individually,of Bellevue,WA William M Smith,Gregory C Ryerson,Individually,of Portland,OR its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalfbonds,undertakings and other obligatory instruments of similar nature -In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the Authorizing By-Laws and Resolutions printed at the bottom of this page,duly adopted,as indicated,by the shareholders of the corporation. In Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 1 st day of March,2024. gltErVcn WESTERN SURETY COMPANY �aErr 4 SO�Tk•Dp� Pr` WWIlHIINMN� Larry Kasten,Vice President State of South Dakota 1 ss County of Minnehaha I On this 1 st day of March,2024,before me personally came Larry Kasten,to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is a Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporation. ♦0.4440.444444b4b4444444444 My commission expires P M.BENT J(aNOTARY PUBLIC March 2,2026 SOUTH DAKOTA aFur ♦0.4444bb440.4444bbb4440.b0.} M.Bent,Notary Public CERTIFICATE I,Paula Kolsrud,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force,and further certify that the By-Law and Resolutions of the corporation printed below this certificate are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 2nd day of May,2024. ............ WESTERN SURETY COMPANY g�`Q•QORq '.'io_ *' SE Av iQ Paula Kolsrud,Assistant Secretary Wiaax1wdN.s` Authorizing By-Laws and Resolutions ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attomey is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders of the Company. Section T All bonds,policies,undertakings,Powers of Attorney,or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary,and Assistant Secretary,Treasurer,or any Vice President,or by such other officers as the Board of Directors may authorize. The President,any Vice President,Secretary,any Assistant Secretary,or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seat may be printed by facsimile. This Power of Attorney is signed by Larry Kasten,Vice President,who has been authorized pursuant to the above Bylaw to execute power of attomeys on behalf of Western Surety Company. This Power of Attomey may be signed by digital signature and sealed by a digital or otherwise electronic-formatted corporate seal under and by the authority ofthe following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 27'day of April,2022: "RESOLVED:That it is in the best interest.of the Company to periodicaaly ratify and confirm any corporate documents signed by digital signatures and to ratify and confirm the use of a digital or otherwise electronic-formatted corporate seal,each to be considered the act and deed of the Company." Go to www.enasurety.com>Owner/Oblige^Services>Validate Bond Coverage,if you want to verify bond authenticity. Forth F4280-6-2023 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. Safe Routes to School - School Zone Flashers Project Number: 23-3009 NAME OF PROJECT NAKE OF BIDDE 'S FIRM A SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Safe Routes to School -School Zone Flashers/Wadsworth 20 April 17,2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal This chance order form is for example purposes 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: (Insert Company Namel ("Contractor") CONTRACT NAME & PROJECT NUMBER:rInsert Name of Original Contract & Project #, if applicable] ORIGINAL CONTRACT DATE: [Insert 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 $ (inch applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ Safe Routes to School - School Zone Flashers/Wadsworth 21 April 17, 2024 Project Number: 23-3009 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 (t) 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 Safe Routes to School - School Zone Flashers/Wadsworth 22 April 17, 2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal vnsnmgmsicx�epanmem qt u Labor&Industries.(https://Ini.wa.go2/) contractors TRANSPORTATION SYSTEMS INC Owner or tradesperson_ 6917 166TH AVE E ................................................................. Principals SUMNER,WA 98390 6533 HUIE,BRYSON D,PRESIDENT PIERCE County PIERCE County HUIE,BRYSON D,AGENT HUIE,KATHYA,VICE PRESIDENT (End:06/16/2023) Doing business as TRANSPORTATION SYSTEMS INC WA UBI No. Business type 602 726 209 Corporation License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. 1.t Electrical Contractor Active -................I.................I..... Meets current requirements. License specialties GENERAL License no. 'L TRANSS1927NO 1 , Effective—expiration 08/20/2008—08/23/2024 Designated administrator Active HUIE,BRYSON Meets current requirements. License type License no. Electrical Administrator HUIE"B*94302 Bond ............... Western Surety Co $4,000.00 Bond account no. 58689618 Received by L&I Effective date 06/03/2013 06/14/2013 Expiration date Until Canceled Savings No savings accounts during the previous 6 year period. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications .. ........................................................... No active certitcations exist for this business. Apprentice Training Agent Registered training agent.Check their eligible programs and occupations. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. t 137,341-00 ................................ Doing business as TRANSPORTATION SYSTEMS INC Estimated workers reported Quarter 1 of Year 2024"31 to 50 Workers" L&I account contact TO/RAJ LUKE(360)902-5535-Email:LUKE235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required L Training-.Effective.July 1,201.9< Exempt from this requirement. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace Safety & Health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 06/03/2020 No violations Inspection no. 317958210 Location 5701 Kersey Way SE - Auburn,WA 98092 �' A, SP RTAuT10 6917 166"'Avenue East, Stunner, WA 98390 253-750-0284 x 253-863-9626 fax May 2, 2024 Re: Safe Routes to School—School Zone Flashers Project Number: 23-3009 Bid Section 1.5 To Whom It May Concern: Transportation Systems, Inc. has not, in the past three years, been disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). Sincere y, (.J Bryson D. Huie President TRANsjr RTATIp 6917 166"'Avenue East, Sumner, WA 98390 253-750-0284 * 253-863-9626 fax May 2, 2024 Re: Safe Routes to School—School Zone Flashers Project Number: 23-3009 Bid Section 1.6 To Whom It May Concern: Transportation Systems, Inc. has not, in the past three years, has not been a "willful" violator as defined in RCW 49.48.082 of any provisions of chapters 49.46,49.48, or 49.52 RCW. Sincer ly, Bryson D. Huie President Tj{An N iP RTAT10 6917 166"'Avenue East, Sumner, WA 98390 253-750-0284 * 253-863-9626 fax May 2, 2024 Re: Safe Routes to School—School Zone Flashers Project Number: 23-3009 Bid Section 1.7 To Whom It May Concern: Transportation Systems, Inc. has completed three or more public works projects and holds a valid business license in the State of Washington and is exempt from the training requirement. See the attached Labor and Industries sheet attached to the project proposal noted as 1.7 on the Labor and Industries paperwork. Sincerely, Bryson D. Huie President a�,LI Projects Work In Progress As of May 2024 Estimated Contract Project Contact& Percent Project Role Project Name Completion Amount Owner Phone Number Complete (Prime or Sub) Date 2020 On-Call Citywide On-Call City of Jeremy Metzler 95% Prime 2024 Electrician Services Edgewood 253-831-4266 Alaskan Way Viaduct $3,104,864.00 WSDOT Nick Rawlins 100% Sub-Contractor Jun-24 Replacement Project 253-226-9932 Sunset Hue $ 140,928.00 Rush Mark Carton 95% Sub-Contractor Jun-24 Commercial 206-465-3421 Bridge Point 1-5 Seattle $ 727,813.00 Sierra Robert Harris 85% Sub-Contractor Jul-24 Construction 206-242-0633 Company, Watershed Apartments $ 248,000.00 Sierra Taylor Galbraith 50% Sub-Contractor Feb-24 Construction 26-445-9015 Costco Tumwater $ 2,177,400.00 Pivetta Brandon Hoefs 85% Sub-Contractor Aug-24 Brothers 253-409-4437 Washington & 11th Streeet $ 1,729,200.00 Active Steve Crandall 50% Sub-Contractor Aug-24 Improvements Construction 253-722-8852 Inc L300 Main Contract-Link $7,147,740.00 City of 90% Sub-Contractor Jun-24 Extension Project Lynnwood Wood & Main St-Traffic Signal $ 450,000.00 City of Courtney Littrell 70% Sub-Contractor Jul-24 Sumner Townwide RRFB $ 300,000.00 City of Tani Stafford 0% Prime Jul-24 Steilacoom 206-284-0860 y.S Transportation Systems, Inc. Sample of Major Projects Completed Contract Class Date Prime Contracting Agency, Contact Name, Phone and Fax Amount$ of Work Completed or Sub Title/Contract No. or Email(Fax number or email for contacts are required for processing of the application.) 926,836 7,9, 16, 12-2016 Sub 200th St Sound Johansen Excavating, Mike Dysert, 4a. 27,41, Transit mike.d serf ohansenexcavatin com 42 Y @1 g 914,826 7,9, 13, 09-2016 Sub Yesler Terrace Seattle Housing Authority, 120 6th Ave N, 4b. 16,27, Redevelopment Seattle,WA 98109, Richard Olson 206-615-3527 32,41 p 1,2,9,13, Port of Tacoma 821,043 16,17,21, 04-2016 Sub City of Tacoma, Phil Ingrose, 4c' 27,41,42 Road Rehabilitation pringrose@ci.tacoma.us 806,727 9, 13, 08-2016 Sub Madigan Access City of Lakewood, Troy Pokswinski, 4d. 16,27, Improvements Ph II 41,42 tpokswinski@cityoflakewood.us 727,374 9, 16, 03-2016 Sub WA Avenue RV&Associates, David Overland,360-340-4063 4e. 27,41, Community Blvd DavidOverland@RVAssociatesinc.com 42 3,448,400 7,9, 13, 09-2016 Sub Alaska Way Viaduct WSDOT, P.O. Box 47354, Olympia, WA 4f. 16,27, North Access 98504, Dave Lindberg, 206-805-5472 41,42 1,2,9,13, 4g 206,331 16,17,27, 08-2016 Prim Beautification City of Tacoma, Phil Ringrose, 32,34,53 e & Signage pringrose@ci.tacoma.wa 717,364 2,7 9, 04-2015 Sub Tukwila Urban City of Tukwila, 6300 S Center Blvd#101, 4h. 16,27, Tukwila, WA 98188, Peter Lau, 206-431-2454 33,41,42 Center Transit 453,217 1,2,9,13, 04-2016 Prim NW Market St/ Seattle DOT, 700 5th Ave, Ste 3900,Seattle, 16,17,27 4 32,33,34, e NE 45th RTIS WA 98124 Scott Hart, Scott.Hart@Seattle.gov 41,42,53 357,794 1,2,9,13, 16,17,27, 06-2017 Prim Regionwide HAR WSDOT; P.O. Box 47354, Olympia, WA 4j• 32,34,41, e Improvements 98504; Jon Keeth, PE, 253-365-6752 53 q, W Years of Largest Contract Individual's Name Present Position or office Construction Dollar Value and Position Held Experience Class(es) of Work Bryson Huie President 36 12 Million Project Manager/Estimator Bob Kiyohara Project Manger 32 5 Million Project Manager/Estimator Jerry Beaudry Isuperintendent 15 4 Million Superintendent . 7 Eq.No. Employee Year Make Model Description License/Serial# VIN B42981G 1GBHC29KX8E155751 T-01 2008 Chevrolet 2500 Service Truck B42979G 1GBJC34K97E530381 T-02 2007 Chevrolet 3500 Service Truck B42980G 1GBJC34K07E536800 T-03 2007 Chevrolet 3500 Service Truck B33118V 1FTRF17W11NB32646 T-05 2001 Ford F150 Pickup B98855L 1G DKC34J3YF509718 T-07 2000 GMC 3500 29'Manlift T-08 2000 Case 590M Backhoe JJG0286996 NA T-09 2005 Allmand Arrowboard-Solar 7260XV 0142AB05 0649ZC 20739 T-10 2000 Sullivan Air Compressor T-11 2009 TNT Dump Trailer 2527ZX 5WBBU12209W003468 T-12 2006 Bran Utility Trailer 6272ZD 5EJHF162X61000181 563012521 563012521 T-13 2006 Bobcat 430 Fast Trac Mini Excavator-zero swing 1144VJ 4KNUC16248L163288 T-14 2008 Towmaster CV12 Equipment Trailer T-15 2008 Lowe's CONTR Utility Trailer 5 x 8 CV12 NA T-16 2008 Cleasby Tar Pot NA T-17 2007 Wacker BS60-2 Jumping Jack NA T-18 2007 Wacker WP1550 Plate Compactor NA T-19 2009 /Karcher/Troy Built Pressure Washer 3500EB203774 NA T-20 2005 Gen 5000 watt Generator NA T-21 2008 Stihl Gas Powered Chopsaw 14 inch B47023U 1HTSEAAN11H324560 T-22 2001 International DT4600 Auger/Boom Truck B79149R 1GBJC74659F142197 T-23 2009 Chevrolet 3500 1 Ton Service Truck NA T-24 2008 Bosch Electric Jackhammer NA T-25 2010 Husqvarna Gas Powered Chopsaw 14 inch C63253B 1FDXF46R88EA44719 T-26 2008 Ford F450 Service Truck NA T-27 2006 Crafco Hot Tar Machine T-28 2009 Greenlee Hydraulic Knockout Set NA NA B80449T 1FDXR82E9RVA22795 T-30 1994 Ford F8000 5 YD Dump Truck T-31 2009 Greenlee 700 Rigid Conduit Bender EE104828 NA RP082R8W 10006 1 VRPO82R8W 1000632 T-32 1998 Vermeer 4150 Ride on Trencher 5742759 N/A T-33 2008 Wacker BS60-2 Jumping Jack 562912699 N/A T-34 2007 Bobcat 430 Mini Excavator-zero swing FT-35 2011 Bobcat A 944234334 N/A Page 1 of 3 Auger Attachment Eq.No. Employee Year Make Model Description License/Serial# VIN 2530XE 1JKAPC2099M010064 T-36 2009 Interstate APC20-40 30'Interstate Tilt Trailer B89578S 1GCRKSE30BZ277293 T-37 2011 Chevrolet SLVRADO Pickup 99554V 1FDPK74PONVA33725 T-38 1992 Ford F700 50'Manlift B28715N 1HTSCCFNXLH261262 T-39 1990 International 4700 50'Manlift 2317TL 262085UBG327 T-40 1996 IngersollRanc 185 185 Air Compressor-Ingersoll/Rand NA T-41 2009 HEAD 30922 4 ft Auger Bit T-42 2012 Ditchwitch 30922 Catamount Mole 3"(30922 Hammerhe 130314 NA B43838D 1FTRF12267NA72621 T-43 2007 Ford F150 Service Truck NA T-44 2006 M160 Jackhammer T-45 Shop Truck 1995 Ford F250 Service Truck 898976U 1FTHF25H7SLB35408 289270178 NA T-46 2012 Stihl MS250 Chainsaw B39237W 1GB3CZCG7DF167383 T-47 2013 Chevrolet 3500 Service Truck T-49 2007 Case 580M Backhoe N7C424212 NA 0542XX 5NHUEHV21 DT439608 T-50 2013 CargoMate Utility Trailer B38675Z 1FDJE30F4THA79900 T-51 1996 Ford AMBULANCEI Fiber Optic Splicing room NA T-52 Hyster BCS50 Forklift B89262Y 1FT8W3BT4DEB88136 T-53 2013 Ford F350 F350 Service Truck B44650U 1 GDHG31 R3X1040490 T-55 1999 GMC VAN ISERVICE VAN T-56 2015 Cat 305E2CR Mini Excavator DJX01320 NA C96074C 1GCHTCE34F1146595 T-57 2015 Chevrolet Colorado I Colorado Service Truck T-59 2011 Wacker BS60-2 Jumping Jack 20034666 NA NA T-60 2015 oncin Wacke RM196LC Jumping Jack T-61 2009 CARRY UTILITY TRAILER 2525WK 4YMUL08107M047258 T-62 2003 International DIGGER BOOM?AUGERTRUCK C28451E 1HTWEADR84J024608 T-64 2016 Cat 303.5E2CR Mini Excavator BG800456 NA C84682G 1FD RF3G64G EB88208 T-65 2016 Ford F350 FlatBed w/Generator T-66 Bryson Huie 2016 Lincoln MKX Service Vehicle AZL6082 2LMTJ8LPOGBL52439 T-67 2004 Case 590M Backhoe NA T-68 2016 Stihl TS5001 IChopsaw 180737488 NA 2429ZX 5L6GX20D2CF000771 T-69 2012 Eagle Flatbed TRAILER B-3995 Stock#16N00836 T-70 2016 Multiquip MVC88VTHW Plate Compactor 1GB3CYCG4GF245200 Page 2 of 3 T-71 2016 Chevrolet SLVRADO Service Truck Eq.No. Employee Year Make Model Description License/Serial# VIN B-5295 Stock#16N01012 T-72 2016 Multiquip MTX60HD Plate Compactor Page 3 of 3 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 ....................�l Order of Contents.................................................................................CC�s Invitation to Bid...................................................................................F� ContractorCompliance Statement........................................................ Date............................................................................................ Have/have not participated acknowledgment.............................Fzz,__ Signature and address ................................................................Declaration - City of Kent Non-Discrimination Policy........................... .......................................................... LR Date and signature ........ ••. AdministrativePolicy........................................................................... Proposal...............................................................................................E01 �• First line of proposal - filled in ................................................... Unitprices are correct ............................................... .... Bid the same unit price for asterisk (*) bid items::..:::::::::..::::.... Minimum bid prices are correct........................... Subcontractor List (contracts over$iM - HVAC, Plumbing, & Electrical)............ Subcontractorslisted properly.................................................... Signature.................................................................................... Subcontractor List (contracts over $1M - Structural Steel & Rebar Installation)- Subcontractorslisted properly.................................................... Date and signature ..................................................................... Contractor's Qualification Statement ...................................................I�/ Completeand notarized ..............................................................find'' Statement that Bidder Has Not Been Disqualified ................................ Certification of Compliance with Wage Payment Statutes.................... ProposalSignature Page...................................................................... AllAddenda acknowledged ......................................................... Date, signature and address ...................................................... BidBond Form ..................................................................................... Signature, sealed and dated....................................................... Powerof Attorney....................................................................... (Amount of bid bond shall equal 5% of the total bid amount) / CombinedDeclaration Form.................................................................GY .................... Signature................................................................ g Change Order Form (Example)............................................................. Bidder's Checklist ................................................................................ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. Safe Routes to School-School Zone Flashers/Wadsworth 23 April 17,2024 Project Number: 23-3009 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal PAYMENT AND PERFORMANCE BOND KENT TO CITY OF KENT Bond No. 30212426 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, Transportation Systems, Inc. as Principal, and Western Surety Company a Corporation organized and existing under the laws of the State ofNXXMD44W as a Surety Corporation, and qualified under the laws of the State of Washington to *South Dakota become Surety upon bonds of Contractors with Municipal Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $ 329,554.00** , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. ** Three Hundred Twenty-Nine Thousand Five Hundred Fifty-Four and 00/100 This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Safe Routes to School - School Zone Flashers/Project Number: 23-3009 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party Is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. Safe Routes to School —School Zone Flashers/Wadsworth 24 May 1, 2024 Project Number: 23-3009 TWO WITNESSES: Transportation. stems, Inc. PRINCIPAL ter principa' name above) BY: O�Lx TITLE: I�GL�' DATE: IC 11t 17,0y I DATE: �D CORPORATE SEAL: Dt broom Plt' rSio r� PRINT NAME DATE: < 2-0 Western Surety Company SURETY CORPORATE SEAL: BY: / DATE: TITLE: Roger Kaltenbach, Attorney-In-Fact ADDRESS. 2233 112th Ave NE Bellevue, WA 98004 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I alp the (Assistant) Secretary of the Corporation named as Principal In the within Bond; that Who signed the said bond on behalf of the Principal of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. SECRETARY OR ASSISTANT SECRETARY Safe Routes to School — School Zone Flashers/Wadsworth 25 May 1, 2024 Project Number; 23-3009 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That WESTERN SURETY COMPANY,a South Dakota corporation,is a duly organized and existing corporation having its principal office in the City of Sioux Falls,and State of South Dakota,and that it does by virtue of the signature and seal herein affixed hereby make,constitute and appoint Susan B Larson,Deanna M French, Ronald J Lange,Scott Fisher, Elizabeth R Hahn,Jana M Roy,Scott McGilvray,Mindee L Rankin,Roger Kaltenbach,John R Claeys, Guy P Armfield,Nicholas Fredrickson,Scott Garcia,Andrew Kerslake,Derek Sabo, Alec Gumpfer,Katelyn Cooper,Greg Lagreid,Individually,of Bellevue,WA William M Smith,Gregory C Ryerson,Individually,of Portland,OR its true and lawful Attorncy(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on its behalf bonds,undertakings and other obligatory instruments of similar nature -In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given,are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the Authorizing By-Laws and Resolutions printed at the bottom of this page,duly adopted,as indicated,by the shareholders of the corporation. In Witness Whereof,WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 17th day of May,2024. ;as...ET..... WESTERN SURETY COMPANY y�v�QORq�F�zN Z eo Z". Larry Kasten,Vice President State of South Dakota l ss County of Minnehaha I On this 17th day of May,2024,before me personally came Larry Kasten,to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is a Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument;that he knows the seal of said corporation;that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporation. +hti............h45by44444+ My commission expires : M.BENT + SEAL NOTARY PUBLIC SEAL f I March 2,2026 iRSOUTH DAKOTA(Rf M.Bent,Notary Public CERTIFICATE I,Paula Kolsrud,Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force,and further certify that the By-Law and Resolutions of the corporation printed below this certificate are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this day of 12024. VaETY QSo'' WESTERN SURETY COMPANY — s w ftiv,, w � Paula Kolsrud,Assistant Secretary I Ot'0 nnmun\u\\ Authorizing By-Laws and Resolutions ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By-Law duly adopted by the shareholders of the Company. Section 7. All bonds,policies,undertakings,Powers of Attomey,or other obligations of the corporation shall be executed in the corporate name of the Company by the President,Secretary,and Assistant Secretary,Treasurer,or any Vice President,or by such other officers as the Board of Directors may authorize. The President,any Vice President,Secretary,any Assistant Secretary,or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. This Power of Attorney is signed by Larry Kasten,Vice President,who has been authorized pursuant to the above Bylaw to execute power of attorneys on behalf of Westem Surety Company. This Power of Attomey may be signed by digital signature and sealed by a digital or otherwise electronic-formatted corporate seal under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 27`s day of April,2022: "RESOLVED:That it is in the best interest of the Company to periodically ratify and confirm any corporate documents signed by digital signatures and to ratify and confirm the use of a digital or otherwise electronic-formatted corporate seal,each to be considered the act and deed of the Company." Go to%N-%w.cnasurety.com>Owner/Obligee Services>Validate Bond Coverage,if you want to verify bond authenticity. Form F4260-6-2023 CONTRACT THIS AGREEMENT, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and %✓L+,Vse*u'-f 4 SAS, organized under the laws of the State of LJ+si71-1,V4 ra.J , located and doing business at 6 917 14065 Ar- (��su-m 1A2i- gFs390 ('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: Safe Routes to School - School Zone Flashers /Project Number: 23- 3009 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 2024 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 2024 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 30 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 $329,554. 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. Safe Routes to School - School Zone Flashers/Wadsworth 26 May 1, 2024 Project Number: 23-3009 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. Safe Routes to School - School Zone Flashers/Wadsworth 27 May 1, 2024 Project Number: 23-3009 CITY OF KENT BY:� -- DANA RALPH, MAYOR DATE: 06/13/2024 ATTEST: KIM BERLEYqk.)KOTd-r0",trfY CLERK APPROVED AS TO FORM: N—zlsr KENT LAW DEPARTMENT CONTRACTO BY: PRINT NAME: 14weF- TITLE: DATE: 5�7-Y Safe Routes to School — School Zone Flashers/Wadsworth 28 May 1, 2024 Project Number: 23-3009 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Safe Routes to School — School Zone Flashers/Wadsworth 29 May 1, 2024 Project Number: 23-3009 EXHIBIT A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. Safe Routes to School — School Zone Flashers/Wadsworth 30 May 1, 2024 Project Number: 23-3009 EXHIBIT A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. Safe Routes to School — School Zone Flashers/Wadsworth 31 May 1, 2024 Project Number: 23-3009 76/11/2024 (MM/DDYYY) A�" CERTIFICATE OF LIABILITY INSURANCE /Y 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: Parker Smith& Feek Insurance LLC PHONE FAX 2233 112th Ave NE LAIC, IC No Ext:425-709-3600 A/c No), Bellevue WA 98004 ADDRIESS: INSURER(S)AFFORDING COVERAGE NAIC# License#:PC-1719201 INSURERA:Zurich American Insurance Company 16535 INSURED TRANSYS-03 INSURER B:American Guarantee and LiabilityInsurance 26247 Transportation Systems, Inc. 6917 166th Avenue E INSURERC: Beazley Insurance Company, Inc. 37540 Sumner WA 98390 INSURERD:The Travelers Indemnity Company of America 25666 INSURER E, INSURER F: COVERAGES CERTIFICATE NUMBER:1195247807 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 ADDL SUBR POLICY NUMBER MM DDPOLICYYYYY MM DD EFF Y EXP LTR YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y GL0859018300 12/10/2023 12/10/2024 EACH OCCURRENCE $1,000,000 Fv� DAMAGE TO RETE CLAIMS-MADE OCCUR PREMISES (E.occur ence) $300,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 ] POLICY❑X PROJECT ❑ LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER, WA STOP GAP $1,000,000 B AUTOMOBILE LIABILITY Y Y BAP859018500 12/10/2023 12/10/2024 COMBINED SINGLE LIMIT $1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident B UMBRELLALIAB X OCCUR Y Y SXS859018700 12/10/2023 12/10/2024 EACH OCCURRENCE $10,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C Pollution Professional Liability ENP000332805 4/10/2023 10/10/2024 Each Occurrence/Agg $2,000,000 D Leased/Rented Equipment QT6306X220437TIL23 12/1 3/2023 12/10/2024 Limit $250,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project Number:23-3009; Project Name:Safe Routes to School-School Zone Flashers. Certificate Holder and all other parties required by the contract are included as Additional Insured on the general liability,auto liability and excess liability Policies,if required by written contract or agreement,subject to the policy terms and conditions.This Insurance is Primary&Non-Contributory on the general liability,auto liability and excess liability Policies,if required by written contract or agreement,subject to the policy terms and conditions.A Waiver of Subrogation is provided in favor of the Certificate Holder and all other parties required by the contract on the general liability,auto liability,excess liability workers compensations Policies, if required by written contract or agreement,subject to the policy terms and conditions.General liability Coverage include 30 day notice of cancellation,subject to the policy terms and conditions. Umbrella/Excess Liability policy is in excess of the General Liability,Automobile Liability and Employers Liability Policies,subject to the policy terms and conditions.Per project aggregate on the general liability per the attached endorsement/form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN The City of Kent ACCORDANCE WITH THE POLICY PROVISIONS. City Hall 400 West Gowe AUTHORIZED REPRESENTATIVE Kent WA 98032 jwtt ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 0 Coverage Extension Endorsement ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. BAP859018500 Effective Date: 12/10/2023 This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II—Covered Autos Liability Coverage: The following are also"insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any"employee"of yours is also an"insured"while operating an "auto" hired or rented under a contract or agreement in an"employee's" name, with your permission, while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an"insured"while using a covered "auto"you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto"referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance—Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment—Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section 11—Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the"insured"at our request, including actual loss of earnings up to$500 a day because of time off from work. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II—Covered Autos Liability Coverage does not apply. U-CA-424-H CW(10/21) Page 1 of 6 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Additional Insured — Automatic — Owners, Lessees Or ZURICH Contractors THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL0859018300 I Effective Date:12/10/2023 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II—Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office(ISO) ISO CG 20 10 (10/01 edition); or b. The ISO CG 20 37(10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that"bodily injury", "property damage"or"personal and advertising injury" arises out of: (1) Your ongoing operations, with respect to Paragraph 1.a.above; or (2) "Your work", with respect to Paragraph 1.b.above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b) Does not apply to"bodily injury"or"property damage" caused by 'your work"and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or"personal and advertising injury" is caused, in whole or in part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, U-GL-2162-A CW(02/19) Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 1 of 4 in the performance of: (a) Your ongoing operations,with respect to Paragraph 2.a.above; or (b) "Your work" and included in the "products-completed operations hazard", with respect to Paragraph 2.b.above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (i) Only applies if the "bodily injury", "property damage" or"personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii) Does not apply to"bodily injury"or"property damage" caused by"your work"and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3. If neither Paragraph 1. nor Paragraph 2.above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that"bodily injury", "property damage" or"personal and advertising injury"is caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to the"products-completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and included in the "products-completed operations hazard",which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3) Only applies if the"bodily injury"or"property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and U-GL-2162-A CW(02/19) Includes copyrighted material of Insurance Services Office,Inc,with its permission. Page 2 of 4 (4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the following additional exclusion applies: This insurance does not apply to"bodily injury", "property damage" or"personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the"occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the"personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV—Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an'occurrence"or offense that may result in a claim; (2) We receive written notice of a claim or"suit' as soon as practicable; and (3) A request for defense and indemnity of the claim or"suit'will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same"occurrence", offense, claim or"suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. U-GL-2162-A Cvd(02/19) Includes copyrighted material of Insurance Services Office,Inc.,with its permission Page 3 of 4 F. Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III—Limits Of Insurance: Additional Insured—Automatic—Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Section A.of this endorsement; 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. All other terms, conditions, provisions and exclusions of this policy remain the same U-GL-2162-A CW(02/19) Includes copyrighted material of Insurance Services Office,Inc.,with its permission Page 4 of 4 COMMERCIAL INLAND MARINE THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET LOSS PAYEES This endorsement modifies insurance provided under the COMMERCIAL INLAND MARINE COVERAGE PART The following is added to Section E — ADDITIONAL b. Pay any claim for loss or damage jointly to you COVERAGE CONDITIONS: and the Loss Payee as your interests may Loss Payable Provision appear. In the event of a Covered Cause of Loss to Covered This endorsement applies to all Covered Property for Property in which both you and a Loss Payee share which a Loss Payee is on file with us or your an insurable interest, we will: insurance agent or insurance broker. a. Adjust the loss or damage with you; and CM U6 18 05 21 ©2021 The Travelers Indemnity Company Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.with its permission. 0 Coverage Extension Endorsement ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. BAP859018500 Effective Date: 12/10/2023 This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II—Covered Autos Liability Coverage: The following are also"insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any"employee"of yours is also an"insured"while operating an "auto" hired or rented under a contract or agreement in an"employee's" name, with your permission, while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an"insured"while using a covered "auto"you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto"referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance—Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment—Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section 11—Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the"insured"at our request, including actual loss of earnings up to$500 a day because of time off from work. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II—Covered Autos Liability Coverage does not apply. U-CA-424-H CW(10/21) Page 1 of 6 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered"auto"on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller(or smallest) deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller(or smallest)deductible, it will be reduced by the amount of the smaller(or smallest) deductible. M. Temporary Substitute Autos— Physical Damage 1. The following is added to Section 1—Covered Autos: Temporary Substitute Autos—Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered"autos"for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto"you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss"; or 5. Destruction. 2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos—Physical Damage We will pay the owner for"loss"to the temporary substitute"auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. N. Amended Duties In The Event Of Accident,Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of"accident", claim, "suit"or"loss",you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or"loss". However, these duties only apply when the "accident", claim, "suit" or"loss" is known to you (if you are an individual),a partner(if you are a partnership), a member(if you are a limited liability company) or an executive officer or insurance manager(if you are a corporation). The failure of any agent, servant or employee of the "insured" to notify us of any"accident", claim, "suit" or"loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How,when and where the"accident"or"loss"occurred and if a claim is made or"suit"is brought,written notice of the claim or"suit" including, but not limited to, the date and details of such claim or"suit"; (2) The"insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. If you report an"accident", claim,"suit"or"loss"to another insurer when you should have reported to us,your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. O. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: U-CA-424-H CW(10/21) Page 4 of 6 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the "accident" or"loss" arises out of operations contemplated by such contract. This waiver only i applies to the person or organization designated in the contract. P. Employee Hired Autos—Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance—Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto"you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an"employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official's duties as respect their obligations to you. However, any"auto"that is leased, hired, rented or borrowed with a driver is not a covered "auto". Q. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of"autos"or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. R. Hired Auto—World Wide Coverage Paragraph 7.b.(5) of the Policy Period, Coverage Territory Condition is replaced by the following: (5) Anywhere else in the world if a covered"auto"is leased, hired, rented or borrowed for a period of 60 days or less, S. Bodily Injury Redefined The definition of"bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. T. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II—Covered Auto Liability Coverage is replaced by the following: Expected Or Intended Injury "Bodily injury"or"property damage"expected or intended from the standpoint of the"insured". This exclusion does not apply to"bodily injury"or"property damage" resulting from the use of reasonable force to protect persons or property. U. Physical Damage—Additional Temporary Transportation Expense Coverage Paragraph A.4.a. of Section III—Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of$1,000 for temporary transportation expense incurred by you because of the total theft of a covered"auto"of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration,when the covered"auto"is returned to use or we pay for its"loss". U-CA-424-H CW(10/21) Page 5 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission Additional Insured — Automatic — Owners, Lessees Or ZURICH Contractors THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL0859018300 I Effective Date:12/10/2023 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II—Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office(ISO) ISO CG 20 10 (10/01 edition); or b. The ISO CG 20 37(10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that"bodily injury", "property damage"or"personal and advertising injury" arises out of: (1) Your ongoing operations, with respect to Paragraph 1.a.above; or (2) "Your work", with respect to Paragraph 1.b.above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b) Does not apply to"bodily injury"or"property damage" caused by 'your work"and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or"personal and advertising injury" is caused, in whole or in part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, U-GL-2162-A CW(02/19) Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Page 1 of 4 in the performance of: (a) Your ongoing operations,with respect to Paragraph 2.a.above; or (b) "Your work" and included in the "products-completed operations hazard", with respect to Paragraph 2.b.above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (i) Only applies if the "bodily injury", "property damage" or"personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii) Does not apply to"bodily injury"or"property damage" caused by"your work"and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3. If neither Paragraph 1. nor Paragraph 2.above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that"bodily injury", "property damage" or"personal and advertising injury"is caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to the"products-completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and included in the "products-completed operations hazard",which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3) Only applies if the"bodily injury"or"property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and U-GL-2162-A CW(02/19) Includes copyrighted material of Insurance Services Office,Inc,with its permission. Page 2 of 4 (4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the following additional exclusion applies: This insurance does not apply to"bodily injury", "property damage" or"personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the"occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the"personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV—Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an'occurrence"or offense that may result in a claim; (2) We receive written notice of a claim or"suit' as soon as practicable; and (3) A request for defense and indemnity of the claim or"suit'will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same"occurrence", offense, claim or"suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. U-GL-2162-A Cvd(02/19) Includes copyrighted material of Insurance Services Office,Inc.,with its permission Page 3 of 4 F. Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III—Limits Of Insurance: Additional Insured—Automatic—Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Section A.of this endorsement; 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. All other terms, conditions, provisions and exclusions of this policy remain the same U-GL-2162-A CW(02/19) Includes copyrighted material of Insurance Services Office,Inc.,with its permission Page 4 of 4 0 Blanket Notification To Others Of Cancellation ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GL0859018300 I Effective Date: 12/10/2023 This endorsement modifies insurance provided under the Commercial General Liability Coverage Part A. If we cancel this Coverage Part by written notice to the first Named Insured for any reason other than nonpayment of premium, we will deliver electronic notification that such Coverage Part has been cancelled to each person or organization shown in a Schedule provided to us by the First Named Insured. Such Schedule: 1. Must be initially provided to us within 15 days: a. After the beginning of the policy period shown in the Declarations; or b. After this endorsement has been added to policy, 2. Must contain the names and e-mail addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled; 3. Must be in an electronic format that is acceptable to us; and 4. Must be accurate. Such Schedule may be updated and provided to us by the First Named Insured during the policy period. Such updated Schedule must comply with Paragraphs 2.3.and 4.above. B. Our delivery of the electronic notification as described in Paragraph A. of this endorsement will be based on the most recent Schedule in our records as of the date the notice of cancellation is mailed or delivered to the first Named Insured. Delivery of the notification as described in Paragraph A. of this endorsement will be completed as soon as practicable after the effective date of cancellation to the first Named Insured. C. Proof of e-mailing the electronic notification will be sufficient proof that we have complied with Paragraphs A. and B. of this endorsement. D. Our delivery of electronic notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such delivery of electronic notification will not: 1. Extend the Coverage Part cancellation date; 2. Negate the cancellation; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. E. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the Schedule provided to us as described in Paragraphs A.and B.of this endorsement. All other terms, conditions, provisions and exclusions of this policy remain the same U-GL-107-A CW(10/16) Includes copyrighted material of Insurance Services Office,Inc.,with its permission Page 1 of 1 POLICY NUMBER: GL0859018300 COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 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 Any construction project except a construction project for which a consolidated (wrap-up)or similar insurance Designated Construction Project(s): program has been provided. 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 damages or under Coverage C for medical "occurrences" under Section I — Coverage A, and expenses shall reduce the Designated for all medical expenses caused by accidents under Construction Project General Aggregate Limit Section I — Coverage C, which can be attributed for that designated construction project. Such only to ongoing operations at a single designated payments shall not reduce the General construction project shown in the Schedule above: Aggregate Limit shown in the Declarations nor 1. A separate Designated Construction Project shall they reduce any other Designated General Aggregate Limit applies to each Construction Project General Aggregate Limit designated construction project, and that limit is for any other designated construction project equal to the amount of the General Aggregate shown in the 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 damages because of "bodily injury" or "property General Aggregate Limit shown in the damage" included in the "products-completed Declarations, such limits will be subject to the operations hazard", and for medical expenses applicable Designated Construction Project under Coverage C regardless of the number of: General Aggregate Limit. 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 obligated to pay as damages caused by "products-completed operations hazard" is "occurrences" under Section I — Coverage A, and provided, any payments for damages because of for all medical expenses caused by accidents under "bodily injury" or "property damage" included in Section I — Coverage C, which cannot be attributed the "products-completed operations hazard" will only to ongoing operations at a single designated reduce the Products-completed Operations construction project shown in the Schedule above: Aggregate Limit, and not reduce the General 1. Any payments made under Coverage A for Aggregate Limit nor the Designated Construction damages or under Coverage C for medical Project General Aggregate Limit. expenses shall reduce the amount available D. If the applicable designated construction project under the General Aggregate Limit or the has been abandoned, delayed, or abandoned and Products-completed Operations Aggregate Limit, then restarted, or if the authorized contracting whichever is applicable; and parties deviate from plans, blueprints, designs, 2. Such payments shall not reduce any Designated specifications or timetables, the project will still be Construction Project General Aggregate Limit. deemed to be the same construction project. E. The provisions of Section III—Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 © Insurance Services Office, Inc., 2008 CG 25 03 05 09 Waiver Of Subrogation (Blanket) Endorsement ZURICH Policy No. Eff.Date of Pol. Exp.Date of Pol. Eff.Date of End. Producer No. Add'I Prem. Return Prem. GL0859018300 12/10/2023 12/10/2024 73791000 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from others, we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. U-GL-925-B CW(12/01) Page 1 of 1 Effective Date: 4/10/2023 PolicyNumber: ENP0003328-05 Endorsement Number: 2 ADDITIONAL INSURED-OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: CONTRACTORS POLLUTION LIABILITY COVERAGE PART All other terms and conditions of this Policy remain unchanged. SCHEDULE Name of Additional Insured Person(s)Or Location(s) of Covered Operations Organization(s): Any person(s) or organization(s) where this All project locations where this endorsement is required by contract. endorsement is required by contract. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for Damages and Claims Expenses caused, in whole or in part, by: 1.Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s)designated above. B.With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to Damages or Claims Expenses occurring after: 1.All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs)to be performed by or on behalf of the additional insured(s)at the location of the covered operations has been completed; or CPL271 12-2016 Page 51 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CPL271 12-2016 Page 52 Effective Date: 4/10/2023 PolicyNumber: ENP0003328-05 Endorsement Number: 3 ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS-COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: All other terms and conditions of this Policy remain unchanged. CONTRACTORS POLLUTION LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s)Or Location And Description Of Completed Organization(s): Operations Any person(s) or organization(s) where this All project locations where this endorsement is required by contract. endorsement is required by contract. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for Damages and Claims Expenses caused, in whole or in part, by "your work" at the location designated and described in the schedule of this endorsement performed for that additional insured. CPL275 12-2016 Page 53 Effective Date:4/10/2023 PolicyNumber: ENP0003328-05 Endorsement Number: 4 OTHER INSURANCE— PRIMARY WITHOUT RIGHT OF CONTRIBUTION This endorsement modifies insurance provided under all coverages applicable to this policy. All other terms and conditions of this Policy remain unchanged. In consideration of the premium charged for the Policy, it is hereby understood and agreed that Clause XIV. OTHER INSURANCE is deleted in its entirety and replaced with the following: XIV. OTHER INSURANCE Subject to Clause VII. and VIII., where other valid and collectible insurance is available to the Insured for any Pollution Condition or Claim, this insurance shall apply as primary insurance versus any other valid and collectable insurance, and the Underwriters will have no right of contribution against any other insurance company providing insurance for a Pollution Condition or a Claim on a primary basis. CPP208 12/2016 Page 54 Effective Date: 4/10/2023 PolicyNumber: ENP0003328-05 Endorsement Number: 7 WAIVER OF SUBROGATION - CONTRACTORS POLLUTION LIABILITY AND PROFESSIONAL LIABILITY This endorsement modifies insurance to all coverages applicable to this policy and applies specifically for the entity scheduled below. All other terms and conditions of this Policy remain unchanged. SCHEDULE Name of Additional Insured Person(s)Or Organization(s): All person(s) or organization(s)where this endorsement is required by contract. Information required to complete this Schedule, if not shown above,will be shown in the Declarations. In consideration of the premium charged for the Policy, it is hereby understood and agreed that Clause XX. SUBROGATION is deleted in its entirety and replaced with the following: XX. SUBROGATION In the event of any payment under this Insurance, the Underwriters shall be subrogated to all the Insureds' rights of recovery therefore against any person or organization, and the Insured shall execute and deliver instruments and papers and do whatever else is necessary to secure such rights. The Insured shall do nothing to prejudice such rights. The Underwriters agree to waive its rights of recovery against any person or entity for a Claim which is covered pursuant to this Policy, but only where indemnity or contractual obligation has been provided by the Named Insured pursuant to a written contract. Any recoveries shall be applied first to subrogation expenses,second to the Named Insured to the extent of any payments in excess of the Limit of Liability,third to Damages,Cleanup Costs and Claims Expenses paid by the Underwriters, and fourth to the Deductible. Any additional amounts recovered shall be paid to the Named Insured. CPP279 12/2016 Page 57 ra; Straight Excess Liability Policy ZURICH There are provisions in this policy that restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered. Throughout this policy, the words "you" and "your' refer to the Named Insured shown in the Declarations, and any other person or organization qualifying as such in underlying insurance. The words"we", "us" and `bur" refer to the company providing this insurance. The word "insured(s)" means any person or organization qualifying as such in underlying insurance but only to the extent and within the scope for which such "insured(s)" qualify for coverage in underlying insurance. Words and phrases that are printed in bold-face type are defined in this policy. These definitions are found in SECTION VI. DEFINITIONS of this policy or in the specific policy provision where they appear. In consideration of the payment of the premium and in reliance upon the statements in the Declarations and in accordance with the provisions of this policy, we agree with you to provide coverage as follows: Insuring Agreements SECTION I. COVERAGE A. We will pay on behalf of the insured those damages covered by this insurance in excess of the total Applicable Limits of underlying insurance.This policy includes: 1. The terms and conditions of underlying insurance to the extent such terms and conditions are not inconsistent or do not conflict with the terms and conditions referred to in Paragraph 2. below; and 2. The terms and conditions that apply to this policy. B. Notwithstanding anything to the contrary contained in Paragraph A. above, if underlying insurance does not apply to damages for reasons other than exhaustion of total applicable limits of insurance by payment of loss, then this policy does not apply to such damages. C. The amount we will pay under this policy is limited as described in SECTION II. LIMITS OF INSURANCE. D. We have no obligation under this policy with respect to any settlement made without our consent. E. The insurance afforded under this policy applies to bodily injury or property damage only if prior to the Policy Period, neither you nor any authorized person knew that the bodily injury or property damage had occurred, in whole or in part. If you or any authorized person knew, prior to the Policy Period, that the bodily injury or property damage occurred, then any continuation, change or resumption of such bodily injury or property damage during or after the Policy Period will be deemed to have been known prior to the Policy Period. Bodily injury or property damage which occurs during the Policy Period and was not, prior to the Policy Period, known to have occurred by you or any authorized person includes any continuation, change or resumption of that bodily injury or property damage after the Policy Period; and Bodily injury or property damage will be deemed to have been known to have occurred at the earliest time when you or any authorized person: 1. Reports all or any part of, the bodily injury or property damage to us or any other insurer; 2. Receives a written or verbal demand or claim for damages because of the bodily injury or property damage; or 3. Becomes aware by any other means that bodily injury or property damage has occurred or has begun to occur. U-SXS-100-A CW(09111) Page 1 of 10 2. Any workers' compensation, unemployment compensation, or disability benefits law or any similar law; or 3. The Employees' Retirement Income Security Act(E.R.I.S.A.)of 1974 as now or hereafter amended. LOSS OF, OR LOSS OF USE OF INTANGIBLE PROPERTY I. Arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate or process intangible property. For purposes of this policy, electronic data is intangible property and means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. SECTION V. CONDITIONS A. Appeals In the event you or any underlying insurer elects not to appeal a judgment in excess of the amount of the underlying insurance, we may elect to appeal at our expense. If we do so elect, we will be liable for the costs and additional interest accruing during this appeal. In no event will this provision increase our liability beyond the applicable Limits of Insurance described in SECTION II. LIMITS OF INSURANCE of this policy. B. Bankruptcy or Insolvency The insolvency, bankruptcy or inability to pay of any insured will not relieve us from our obligation to pay damages covered by this policy. In the event of insolvency, bankruptcy, refusal, or inability to pay, of any underlying insurer, the insurance afforded by this policy will not replace such underlying insurance, but will apply as if all the limits of any underlying insurance are fully available and collectible. C. Cancellation 1. The first Named Insured shown in Item 1. of the Declarations may cancel this policy by mailing or delivering to us advance written notice stating when the cancellation is to take effect. 2. We may cancel this policy. If we cancel because of non-payment of premium, we will mail or deliver to the first Named Insured not less than ten (10) days advance written notice when the cancellation is to take effect. If we cancel for any other reason, we will mail or deliver to the first Named Insured not less than ninety (90) days advance written notice stating the reason(s) for cancellation, as well as the date when the cancellation is to take effect. Mailing notice to the first Named Insured's mailing address shown in Item 2. of the Declarations will be sufficient to prove notice. 3. The Policy Period will end on the day and hour shown in the cancellation notice. 4. If this policy is cancelled, the final premium will be calculated pro rata based on the time this policy was in force. 5. Premium adjustment may be made at the time of cancellation or as soon as practicable thereafter but the cancellation will be effective even if we have not made or offered any refund due the first Named Insured. Our check or our representative's check, mailed or delivered, will be sufficient tender of any refund due the first Named Insured. 6. The first Named Insured shown in Item 1. of the Declarations will act on behalf of all other insureds with respect to the giving and receiving of notice of cancellation and the receipt of any premium refund that may become payable under this policy. D. Maintenance of Underlying Insurance During the Policy Period, you agree: 1. To keep the policies listed in the Schedule of Underlying Insurance in full force and effect; 2. That the Applicable Limits of insurance of the policies shown in the Schedule of Underlying Insurance will be maintained except for any reduction or exhaustion of limits by payment of claims or suits for loss covered by underlying insurance; 3. The policies listed in the Schedule of Underlying Insurance may not be canceled or nonrenewed by you without notifying us, and you agree to notify us as soon as practicable before the cancellation or nonrenewal effective date in the event an insurance company cancels or declines to renew any policy listed in the Schedule of Underlying Insurance; and U-SXS-100-A CW(09/11) Page 7 of 10 Amended Other Insurance Condition ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. SXS 859018700 Effective Date: 12-10-2023 This endorsement modifies insurance provided under the: Straight Excess Liability Policy Condition G. Other Insurance of SECTION V. CONDITIONS is replaced with the following: G. Other Insurance If other insurance applies to damages that are also covered by this policy,this policy will apply excess of the other insurance. However, this provision will not apply: 1. If the other insurance is written to be excess of this policy; or 2. If you have agreed in a written contract to carry insurance to be primary and not contribute with that of an additional insured, provided that the additional insured: a. Is a Named Insured under such other insurance; and b. Has been granted primary and non-contributory status under scheduled underlying insurance. Other insurance includes any type of self-insurance or other mechanism by which an insured arranges for funding of legal liabilities. Nothing herein will be construed to make this policy subject to the terms, conditions and limitations of such other insurance. All other terms, conditions, provisions and exclusions of this policy remain the same. U-SXS-165-A CW(03/21) Page 1 of 1 I. Transfer of Rights of Recovery Against Others to Us 1. If the insured has rights to recover all or part of any payment we have made under this insurance, those rights are transferred to us.The insured must do nothing after the loss to impair them. At our request, the insured will bring suit or transfer those rights to us and help us enforce them. However, if any insured is required to waive their rights of recovery from others by a written contract or agreement executed before a loss, we agree to waive our rights of recovery to the extent required by the written contract or agreement. This waiver of rights will not be construed to be a waiver with respect to any other operations for which the insured has not waived their rights of recovery by contract. 2. Any amount recovered will be apportioned in the inverse order of payment of loss to the extent of actual payment. The expenses of all such recovery proceedings will be apportioned in the ratio of respective recoveries- J. Unintentional Errors and Omissions Any unintentional error or omission in the description of, or failure to describe completely, any premises or operations intended to be covered by this policy, shall not invalidate or affect the coverage for those operations or premises. However, the insured must report such error or omission to the company as soon as practicable after its discovery. K. When Loss is Payable Coverage under this policy will not apply unless and until the insured or the insured's underlying insurer has paid or is legally obligated to pay the full amount of the total Applicable Limits of underlying insurance. When the amount of loss is determined by an agreed settlement or a final judgment against an insured obtained after an actual trial, we will promptly pay on behalf of the insured the amount of loss covered under the terms of this policy. L. Audit of Books and Records We may audit and examine your books and records as they relate to this policy at any time during the period of this policy and for up to three (3)years after the expiration or termination of this policy. M. Changes Notice to any agent or knowledge possessed by any agent or any other person will not effect a waiver or a change in any part of this policy. This policy can only be changed by a written endorsement that becomes a part of this policy. N. First Named Insured The person or organization first named in Item 1. of the Declarations is responsible for the payment of all premiums. The first Named Insured will act on behalf of all other insureds for the giving and receiving of notice of cancellation or any other notice required under this policy or by statute or regulation, for the receipt and acceptance of this policy and any endorsements forming a part of this policy, and for the receiving of any return premiums that become payable under this policy. O. Inspection We have the right, but are not obligated to inspect the insured's premises and operations at any time. Our inspections are not safety inspections. They relate only to the insurability of the premises and operations and the premium to be charged. We may provide reports on the conditions we find. We may also recommend changes. While these reports may help reduce losses, we do not undertake to perform the duty of any person or organization to provide for the health or safety of workers or the public. We do not warrant that the premises or operations are safe or healthful, or that they comply with laws, regulations, codes or standards. P. Legal Action Against Us There will be no right of action against us under this insurance unless: 1. You have complied with all the terms of this policy, and 2. The amount you owe has been determined by settlement with our consent or by actual trial and final judgment. This insurance does not give anyone the right to add us as a party in an action against you to determine your liability. u-sxs-100-A cw(09/11) Page 9 of 10 KENT SPECIAL PROVISIONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQUIREMENTS ..................................... 1-1 1-01 Definitions and Terms..................................................... 1-1 1-02 Bid Procedures and Conditions ......................................... 1-2 1-03 Award and Execution of Contract...................................... 1-5 1-04 Scope of the Work ......................................................... 1-5 1-05 Control of Work ............................................................. 1-7 1-06 Control of Material ......................................................... 1-10 1-07 Legal Relations and Responsibilities to the Public ................ 1-12 1-08 Prosecution and Progress ................................................ 1-17 1-09 Measurement and Payment ............................................. 1-23 1-10 Temporary Traffic Control ............................................... 1-25 DIVISION 2 EARTHWORK.......................................................... 2-1 2-01 Clearing, Grubbing, and Roadside Cleanup......................... 2-1 2-02 Removal of Structures and Obstructions ............................ 2-1 2-03 Roadway Excavation and Embankment.............................. 2-4 2-06 Subgrade Preparation ..................................................... 2-4 DIVISION 4 BASES.................................................................... 4-1 4-04 Ballast and Crushed Surfacing.......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-04 Hot Mix Asphalt ............................................................. 5-1 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control ....................... 8-1 8-02 Roadside Restoration...................................................... 8-4 8-04 Curbs, Gutters, and Spillways .......................................... 8-10 8-14 Cement Concrete Sidewalks............................................. 8-10 8-18 Mailbox Support ............................................................ 8-11 8-20 Illumination, Traffic Signal Systems, Intelligent Transportation Systems, and Electrical .............................. 8-12 8-21 Permanent Signing......................................................... 8-16 8-22 Pavement Marking ......................................................... 8-17 8-28 Pothole Utilities ............................................................. 8-18 DIVISION 9 MATERIALS............................................................ 9-1 9-03 Aggregates ................................................................... 9-1 9-14 Erosion Control and Roadside Planting............................... 9-1 9-28 Signing Materials and Fabrication ..................................... 9-4 9-29 Illumination, Signal, Electrical .......................................... 9-4 Safe Routes to School — School Zone Flashers/Wadsworth May 1, 2024 Project Number: 23-3009 PROJECT PLANS.............................................................................. A-1 KENT STANDARD PLANS ................................................................. A-2 WSDOT STANDARD PLANS.............................................................. A-3 TRAFFIC CONTROL PLANS .............................................................. A-4 PREVAILING WAGE RATES.............................................................. A-5 Safe Routes to School — School Zone Flashers/Wadsworth May 1, 2024 Project Number: 23-3009 KENT SPECIAL PROVISIONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2024 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 ("WSDOT Standard Specifications"). Otherwise, all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons NIC Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1. What work will be done, and by when; 2. Who provides labor and materials; and Safe Routes to School — School Zone Flashers/Wadsworth 1 - 1 May 1, 2024 Project Number: 23-3009 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1. Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS"IS SUPPLEMENTED BY ADDING THE FOLLOWING DEFINITION: Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders 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 any 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 Safe Routes to School — School Zone Flashers/Wadsworth 1 - 2 May 1, 2024 Project Number: 23-3009 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"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications 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. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project by downloading at no charge at https://www.kentwa.gov/pay-and-apply/bids-procurement-rfps; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING; 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit 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 Safe Routes to School - School Zone Flashers/Wadsworth 1 - 3 May 1, 2024 Project Number: 23-3009 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. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal 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. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1. The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bid Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, 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 disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: Safe Routes to School — School Zone Flashers/Wadsworth 1 - 4 May 1, 2024 Project Number: 23-3009 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 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 Consideration of Bids 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. SECTION 1-03.2 IS REVISED BY REPLACING "45 CALENDAR DAYS" WITH 1160 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review 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. 1-04 SCOPE OF THE WORK 1-04.1 Intent of the Contract SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING; 1-04.1(2) Bid Items Not Included in the Proposal 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 Safe Routes to School — School Zone Flashers/Wadsworth 1 - 5 May 1, 2024 Project Number: 23-3009 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. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS"IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS; 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1. Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). 1-04.4 Changes SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING; For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING; Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: Safe Routes to School - School Zone Flashers/Wadsworth 1 - 6 May 1, 2024 Project Number: 23-3009 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS. 1-05.4 Conformity With and Deviations From Plans and Stakes SECTION 1-05.4 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER PARAGRAPH 7: To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.8, the requirements of KSP Section 1-05.8 will prevail. SECTION 1-05.7 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.7 Removal of Defective and Unauthorized Work If the Contractor fails to remedy defective or unauthorized work within the time specified by the Engineer, or fails to perform any part of the work required by the contract, the Engineer may provide the Contractor written notice establishing a date after which the City will correct and remedy that work by any means that the Engineer may deem necessary, including the use of City forces or other contractors. If the Engineer determines that the Contractor's failure to promptly correct any defective or any unauthorized work creates a situation that could be potentially unsafe or might cause serious risk of loss or damage to the public, the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, or have the work the Contractor refuses to perform completed by using City or other forces. Direct and indirect costs incurred by the City 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 may be deducted by the Engineer from monies due, or to become due, the Contractor. Direct and indirect costs shall include, without limitation, compensation for additional professional services required, compensation and engineering and inspection services required, and Safe Routes to School - School Zone Flashers/Wadsworth 1 - 7 May 1, 2024 Project Number: 23-3009 costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. No increase in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the City's rights provided by this section nor shall the exercise of this right diminish the City's right to pursue any other remedy available under law with respect to the Contractor's failure to perform the work as required. SECTION 1-05.9 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SUBSECTION: 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City 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 of signal systems, building 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. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that 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 various contract bid item prices unless specifically set forth otherwise in the contract. 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. Safe Routes to School — School Zone Flashers/Wadsworth 1 - 8 May 1, 2024 Project Number: 23-3009 SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.10 Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2024 WSDOT STANDARD SPECIFICATIONS): If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power Safe Routes to School — School Zone Flashers/Wadsworth 1 - 9 May 1, 2024 Project Number: 23-3009 The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. 1-06 CONTROL OF MATERIAL 1-06.2 Acceptance of Materials SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1. Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be Safe Routes to School — School Zone Flashers/Wadsworth 1 - 10 May 1, 2024 Project Number: 23-3009 available at the preconstruction conference (see 1-08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1. Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1. Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. Safe Routes to School — School Zone Flashers/Wadsworth 1 - 11 May 1. 2024 Project Number: 23-3009 The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1. Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1. "APPROVED AS SUBMITTED" - Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" - Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" - Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax Safe Routes to School — School Zone Flashers/Wadsworth 1 - 12 May 1. 2024 Project Number: 23-3009 Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. SECTION 1-07.4(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.4(2) COVID-19 Job Site Requirements The Contractor shall comply with all COVID-19 workplace health and safety measures established by the state Department of Labor & Industries or otherwise imposed by the Governor, the state Department of Health, or the Local Health Officer of Seattle-King County Public Health, or subsequent modifications to such health and safety measures as those authorities may issue, including providing all needed personal protective equipment. SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General Safe Routes to School - School Zone Flashers/Wadsworth 1 - 13 May 1, 2024 Project Number: 23-3009 To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. 1-07.13 Contractor's Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING TO THE BEGINNING OF THAT SECTION: 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention 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 The unit contract price per lump sum for "SPCC Plan" shall constitute complete compensation for all materials, equipment, tools and supplies necessary to create and update the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Safe Routes to School - School Zone Flashers/Wadsworth 1 - 14 May 1, 2024 Project Number: 23-3009 Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site Inspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. Lumen Comcast Fred Aston Danny Cooley 863-258-3261 253-686-7592 (cell) Fred.A.Aston@lumen.com Dann_Cooley@comcast.com Puget Sound Energy Gas Puget Sound Energy Power Katie Dierick Lucas Knauss 253-268-6331 253-313-8029 Katie.Dierick(&pse.com Lucas.Knauss(a�pse.com Verizon Scott Christenson Safe Routes to School — School Zone Flashers/Wadsworth 1 - 15 May 1. 2024 Project Number: 23-3009 425-636-6046 425-471-1079 (cell) SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1-07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.23(1) IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-07.23(1) Construction Under Traffic The Contractor shall perform the following: 1. 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. 2. The Contractor shall notify the Engineer, in writing, a minimum of 14 days prior to beginning a lane closure that requires a detour. 3. The Contractor shall furnish and install PCMS boards to provide advance notification of any lane closures seven (7) calendar days prior to the closure. Sign locations, and messages, shall be coordinated with the Engineer. 4. Contractor shall maintain a minimum four-foot-wide ADA compliant accessible pedestrian facility during construction or, with prior approval of the Engineer, establish a pedestrian detour. This includes no parking of vehicles or equipment on sidewalks. 5. Unless otherwise noted, driveways shall remain open at all times. Contractor shall coordinate their work schedule with the property owners to determine the best time to partially close driveway access to perform their work. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way 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. It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. Safe Routes to School — School Zone Flashers/Wadsworth 1 - 16 May 1, 2024 Project Number: 23-3009 The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. 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 any other interested parties that the City determines to invite. 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. 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. Safe Routes to School — School Zone Flashers/Wadsworth 1 - 17 May 1, 2024 Project Number: 23-3009 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 1-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. Safe Routes to School — School Zone Flashers/Wadsworth 1 - 18 May 1. 2024 Project Number: 23-3009 The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. At least two weeks prior to beginning work, contractor shall contact the Transportation Directors of both the Kent School District and the Federal Way School District to inform them of the upcoming project and to detail areas of potential disturbances to vehicle traffic and pedestrians. Contact information for the respective Transportation Directors is as follows: Kent School District Justin Dennison Director of Transportation (253) 373-7442 Justin.Dennison@Kent.K12.wa.us Federal Way School District Michelle Turner Director of Transportation (253) 945-5963 (253) 945-5960 MTurner@FWPS.org On regularly scheduled school days, contractor shall suspend work 30 minutes prior to school beginning at each school for a period of 30 minutes. Contractor shall suspend work 15 minutes prior to school dismissal at each school for a period of 45 minutes. The standard daily schedule at each school is as follows: Kent School District Kent Elementary • School Begins - 9:00 am • School Dismissed o Monday, Tuesday, Thursday, Friday - 3:40 pm o Wednesday - 1:40 pm o Conferences - 12:40 pm Millennium Elementary • School Begins - 9:15 am • School Dismissed o Monday, Tuesday, Thursday, Friday - 3:55 pm o Wednesday - 1:55 pm o Conferences - 12:55 pm Neely O'Brien Elementary Safe Routes to School — School Zone Flashers/Wadsworth 1 - 19 May 1, 2024 Project Number: 23-3009 • School Begins - 8:45 am • School Dismissed o Monday, Tuesday, Thursday, Friday - 3:25 pm o Wednesday - 1:25 pm o Conferences - 12:25 pm Park Orchard Elementary • School Begins - 9:15 am • School Dismissed o Monday, Tuesday, Thursday, Friday - 3:55 pm o Wednesday - 1:55 pm o Conferences - 12:55 pm Sunrise Elementary • School Begins - 8:45 am • School Dismissed o Monday, Tuesday, Thursday, Friday - 3:25 pm o Wednesday - 1:25 pm o Conferences - 12:25 pm Federal Way School District Star Lake Elementary • School Begins - 8:35 am • Regular School Dismissal - 3:05 pm • Early School Dismissal - 1:50 pm • November 22nd 2024 Early School Dismissal - 1:05 pm Sunnycrest Elementary • School Begins - 9:10 am • Regular School Dismissal - 3:40 pm • Early School Dismissal - 2:25 pm • November 22nd 2024 Early School Dismissal - 1:40 pm Suspension of work as stated above will not be required on days when school is not in session. Contractor shall verify schedules at each school prior to start of work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1. Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. Safe Routes to School - School Zone Flashers/Wadsworth 1 - 20 May 1, 2024 Project Number: 23-3009 2. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) Safe Routes to School — School Zone Flashers/Wadsworth 1 - 21 May 1, 2024 Project Number: 23-3009 necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate. The Contractor shall keep full and complete records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provided in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.9 Notice to Proceed, Prosecution and Hours of Work 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. Because the Contracting Agency finds it impractical to calculate the actual cost of delays, it has adopted the following formula to calculate liquidated damages for failure to complete the physical Work of a Contract on time. Accordingly, the Contractor agrees: 1. To pay (according to the following formula) liquidated damages 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. Liquidated Damages Formula LD = 0.15*C / T Safe Routes to School — School Zone Flashers/Wadsworth 1 - 22 May 1, 2024 Project Number: 23-3009 Where: LD = liquidated damages per working day (rounded to the nearest dollar) C = original Contract amount T = original time for Physical Completion When the Contract Work has progressed to the extent that the Contracting Agency has full use and benefit of the facilities, both from the operational and safety standpoint, all the initial plantings are completed and only minor incidental Work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains to physically complete the total 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, the formula for liquidated damages shown 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 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. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT 1-09.9 Payments SECTION 1-09.9 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION; 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. Safe Routes to School — School Zone Flashers/Wadsworth 1 - 23 May 1. 2024 Project Number: 23-3009 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. 1-09.11 Disputes and Claims SECTION 1-09.11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11(3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-10 TEMPORARY TRAFFIC CONTROL Safe Routes to School — School Zone Flashers/Wadsworth 1 - 24 May 1, 2024 Project Number: 23-3009 1-10.2 Traffic Control Management SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1-800-521-0778 or 206-382-4090 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 1-10.3 Traffic Control Labor, Procedures, and Devices 1-10.3(3) Traffic Control Devices SECTION 1-10.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 1-10.3(3)L Temporary Traffic Control Devices When the bid proposal includes an item for "Temporary Traffic Control Devices," the work required for this item shall be furnishing barricades, flashers, cones, traffic safety drums, and other temporary traffic control devices, unless the contract provides for furnishing a specific temporary traffic control device under another item. The item "Temporary Traffic Control Devices" includes: 1. Initial delivery to the project site (or temporary storage) in good repair and in clean usable condition, 2. Repair or replacement when they are damaged and they are still needed on the project, and 3. Removal from the project site when they are no longer on the project. SECTION 1-10.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: Safe Routes to School — School Zone Flashers/Wadsworth 1 - 25 May 1, 2024 Project Number: 23-3009 The unit contract price for "Traffic Control Labor" per hour shall be full pay for all costs for the labor provided for performing those construction operations described in Section 1-10.2(1)B, and Section 1-10.3(1) of the WSDOT Standard Specifications, and as authorized by the Engineer. The hours eligible for "Traffic Control Labor" shall be limited to the hours the worker is actually performing the work as documented by traffic control forms provided by the Contractor's TCM, and verified by the City Inspector's records, and the Contractor's Certified Payroll Records submitted to the City Inspector on a weekly basis. 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 "Traffic Control Labor." The lump sum contract price for "Temporary Traffic Control Devices" shall be full pay for providing the work described in Section 1-10.3(3)L of the Kent Special Provisions. Progress payment for the lump sum item "Temporary Traffic Control Devices" will be made as follows: 1. When the initial temporary traffic control devices are set up, 50 percent of the amount bid for the item will be paid. 2. Payment for the remaining 50 percent of the amount bid for the item will be paid on a prorated basis in accordance with the total job progress as determined by progress payments. When the proposal does not include a bid item for a specific bid item listed in the WSDOT Standard Specifications and/or the Kent Special Provisions, all costs for the work described for those traffic control bid items shall be included by the Contractor in the unit contract prices for the various other bid items contained within the proposal. The Contractor shall estimate these costs based on the Contractor's contemplated work procedures. 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. Safe Routes to School — School Zone Flashers/Wadsworth 1 - 26 May 1, 2024 Project Number: 23-3009 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. Safe Routes to School — School Zone Flashers/Wadsworth 1 - 27 May 1, 2024 Project Number: 23-3009 DIVISION 2 - EARTHWORK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP SECTION 2-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW ITEM: 2-01.1 Description "Tree Trimming" means removing and disposing of tree branches, as necessary, that extend into the public right-of-way, and that create an impediment to any of the following conditions: 1. Function of school zone flashing beacon system solar panel 2. Ability of the contractor to install school zone flashing beacon system 3. Ability of the school zone flashing beacon system to be seen by approaching vehicles. Tree trimming must be approved by the Engineer. No tree trimming will be allowed if none of the above stated conditions are met. Tree trimming will not be allowed to extend beyond the public right-of-way and onto public property. SECTION 2-01.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW ITEM: 2-01.5 Payment "Tree Trimming" will be paid for by force account as specified in Section 1-09.6. For the purpose of providing a common Proposal for all Bidders, the Contracting Agency has entered an amount in the Proposal to become a part of the total Bid by the Contractor. Force Account payment for "Tree Trimming" shall constitute complete compensation for all materials, equipment, tools and supplies necessary to trim trees, remove trimmings, perform site cleanup related to trimming, and remove and dispose of trimmings as specified herein. 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description 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 Safe Routes to School — School Zone Flashers/Wadsworth 2 - 1 May 1, 2024 Project Number: 23-3009 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 In removing pavement, sidewalks, and curbs the Contractor shall: 1. Haul broken-up pieces of concrete and asphalt pavement to some off-project site. 2. 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. 3. 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. 4. 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 Curbs When Pavement Surface Integrity is to be Maintained In removing 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. 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. 3. 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. Safe Routes to School — School Zone Flashers/Wadsworth 2 - 2 May 1, 2024 Project Number: 23-3009 4. Repair any damage to adjacent traffic curbs that were designated to remain, but that was caused by the removal of the traffic curbs. 5. 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 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 8 inches. Included in this price is the cost of hauling and disposal of the asphalt pavement. Should the Contractor encounter pavement to be removed which is thicker than 8 inches it shall be paid according to the following formula: actual depth in inches (square yards) x 8 inches = quantity For example, if the Contractor encounters pavement to be removed which is 10 inches thick and 100 square yards then the quantity would be: 100 SY x 10/8 = 125 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 Traffic 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 traffic 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" and "Saw Cut Existing Cement Concrete Pavement" constitutes complete compensation for all materials, labor Safe Routes to School — School Zone Flashers/Wadsworth 2 - 3 May 1, 2024 Project Number: 23-3009 and equipment required to saw cut existing pavement 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 8 inches, it shall be paid according to the following formula: actual depth in inches (length) x 8 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 10 inches thick and 100 linear feet then the quantity would be: 100 LF x 10/8 = 125 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. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site 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 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 Safe Routes to School - School Zone Flashers/Wadsworth 2 - 4 May 1, 2024 Project Number: 23-3009 SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 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. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment 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. Safe Routes to School — School Zone Flashers/Wadsworth 2 - 5 May 1, 2024 Project Number: 23-3009 DIVISION 4 - BASES DIVISION 4 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 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 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 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 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. SECTION 4-04.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.5 Payment "Crushed Surfacing Top Course, 5/8 Inch Minus" The unit contract price per ton for the above items 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. 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 as described in KSP 8- 20.5. Safe Routes to School - School Zone Flashers/Wadsworth 4 - 1 May 1, 2024 Project Number: 23-3009 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. 5-04 HOT MIX ASPHALT SECTION 5-04 IS DELETED AND REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: 5-04.1 Description 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 Materials shall meet the requirements of the following sections: 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 Safe Routes to School - School Zone Flashers/Wadsworth 5 - 1 May 1, 2024 Project Number: 23-3009 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. 5-04.2(1) How to Get an HMA Mix Design on the QPL 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. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 2 May 1, 2024 Project Number: 23-3009 • 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. 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 No paving shall begin prior to the approval of the mix design by the Engineer. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 3 May 1, 2024 Project Number: 23-3009 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; 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. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 4 May 1, 2024 Project Number: 23-3009 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 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 Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 31st of the following year without written concurrence from the Engineer. 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 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 5 May 1, 2024 Project Number: 23-3009 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 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 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 6 May 1, 2024 Project Number: 23-3009 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 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 450F 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 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 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. A copy of the manufacturer's recommendations shall be provided upon request by the Contracting Agency. Extensions Safe Routes to School — School Zone Flashers/Wadsworth 5 - 7 May 1, 2024 Project Number: 23-3009 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. 5-04.3(3)E Rollers 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 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 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. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 8 May 1. 2024 Project Number: 23-3009 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 application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer. 5-04.3(4)B Vacant 5-04.3(4)C Pavement Repair 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 9 May 1, 2024 Project Number: 23-3009 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. 5-04.3(5) Producing/Stockpiling Aggregates and RAP 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 5-04.3(6) Mixing 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 251F 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 Safe Routes to School - School Zone Flashers/Wadsworth 5 - 10 May 1, 2024 Project Number: 23-3009 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. 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 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/s" 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 11 May 1, 2024 Project Number: 23-3009 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. 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 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 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: Safe Routes to School — School Zone Flashers/Wadsworth 5 - 12 May 1, 2024 Project Number: 23-3009 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. 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", 3/8", 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 5-04.3(9)B Vacant 5-04.3(9)C Mixture Acceptance - Nonstatistical Evaluation 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 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 13 May 1, 2024 Project Number: 23-3009 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 IMF that is approved, the material produced after the change will be evaluated on the basis of the new IMF 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. 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 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 IMF: • 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 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 14 May 1. 2024 Project Number: 23-3009 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: Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 11/2", 1", 3/4", 1/2", %" 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 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 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 15 May 1, 2024 Project Number: 23-3009 sample will be tested for a complete gradation 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 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 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. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 16 May 1. 2024 Project Number: 23-3009 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 17 May 1, 2024 Project Number: 23-3009 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 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-O4.3(10)A HMA Compaction — General Compaction Requirements 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-O4.3(10)B HMA Compaction — Cyclic Density 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-O4.3(10)C Vacant 5-O4.3(10)D HMA Nonstatistical Compaction 5-O4.3(10)D1 HMA Nonstatistical Compaction — Lots and Sublots 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. 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. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 18 May 1. 2024 Project Number: 23-3009 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(10)D2 HMA Compaction Nonstatistical Evaluation — Acceptance Testing 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(10)D3 HMA Nonstatistical Compaction — Price Adjustments 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 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 intons, and the unit Contract price per ton of mix. 5-04.3(11) Reject Work 5-04.3(11)A Reject Work General Safe Routes to School — School Zone Flashers/Wadsworth 5 - 19 May 1, 2024 Project Number: 23-3009 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 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) 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. 5-04.3(11)D Rejection - A Partial Sublot 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 An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two additional random samples Safe Routes to School — School Zone Flashers/Wadsworth 5 - 20 May 1, 2024 Project Number: 23-3009 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 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 PFi 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) 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 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. 5-04.3(12)A2 Longitudinal Joints 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 21 May 1, 2024 Project Number: 23-3009 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 41-1:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted. 5-04.3(12)Bi HMA Sawcut and Seal Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and where shown in the Plans. Establish the sawcut alignment points in a manner that they remain functional for use in aligning the sawcut after placing the overlay. Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application procedure. Construct the bridge paving joint seal as specified on the Plans and in accordance with the detail shown in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan. Construct the sawcut in accordance with Section 5-05.3(8)B and the manufacturer's application procedure. 5-04.3(12)B2 Paved Panel Joint Seal Construct the paved panel joint seal in accordance with the requirements specified in Section 5-04.3(12)B1 and the following requirement: Clean and seal the existing joint between concrete panels in accordance with Section 5-01.3(8) and the details shown in the Standard Plans. 5-04.3(13) Surface Smoothness 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 I/s 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: 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 22 May 1, 2024 Project Number: 23-3009 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 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 be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Safe Routes to School — School Zone Flashers/Wadsworth 5 - 23 May 1. 2024 Project Number: 23-3009 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 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 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: Safe Routes to School — School Zone Flashers/Wadsworth 5 - 24 May 1, 2024 Project Number: 23-3009 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. 5-04.3(14)B2 Submittals — Planing Plan and HMA Paving Plan 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. 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. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 25 May 1. 2024 Project Number: 23-3009 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 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 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 Safe Routes to School — School Zone Flashers/Wadsworth 5 - 26 May 1, 2024 Project Number: 23-3009 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 JMFs 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. 5-04.3(15) Sealing Pavement Surfaces Safe Routes to School — School Zone Flashers/Wadsworth 5 - 27 May 1, 2024 Project Number: 23-3009 Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic. 5-04.3(16) HMA Road Approaches 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. 5-04.3(17) Pavement Reinforcement The Contractor shall install the asphalt interlay fabric at the locations and to the dimensions shown on the Plans and as directed by the Engineer. The interlay fabric shall be placed on existing asphalt or concrete pavement to be overlaid with HMA mix specified in the contract. CONSTRUCTION REQUIREMENTS All equipment, tools, and machines used in the performance of the work shall be subject to the approval of the Engineer and shall be maintained in satisfactory working condition at all times. Equipment for surface cleaning shall be capable of effectively removing oil, grease, dust, dirt or other objectionable materials from the pavement. Application equipment shall consist of suitable brooms, distributor, and laydown machine as required. The distributor shall have a capacity of not less than 1,000 gallons and shall be so designed, equipped, maintained and operated that asphalt material of an even heat shall be uniformly applied at the required rate. It shall be insulated and equipped with an adequate heating device. It shall be equipped with a 10-foot spray bar with extensions, pressure pump and gauge, with a volume gauge so located as to be observed easily by the inspector from the ground, a tachometer to control accurately the speed and spread of asphalt, and two thermometers, one to be installed permanently in the tank to indicate temperature of the asphalt at all times. The power for operating the pressure pump shall be supplied by an independent power unit which will develop a minimum of 25 pounds per square inch pressure at the spray bar. The laydown machine shall consist of a small tractor with attachment for the fabric installation. Bucket loaders or backhoes are not permitted for installation. The Contractor shall not begin application of the interlay fabric until he has demonstrated, to the satisfaction of the Engineer, that all labor, equipment, and materials necessary to apply the interlay fabric are either on hand or readily available. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 28 May 1, 2024 Project Number: 23-3009 MATERIALS The approved products are: 1. TenCate Mirafi MPM30 (PGM-30) 2. Tensar GlasPave 25 3. Roadmat RM35 The material properties of the asphalt interlay fabric shall conform to all design and nominal performance standards of TenCate Mirafi MPM30 (PGM-30), Tensar GlasPave 25, Roadmat RM35 or the properties listed below in Table 2.01. Submittals shall include independent confirmation of the material properties. Table 2.01 - Physical Properties of the asphalt interlay fabric Property ASTM Test Units Min. Avg. Method Roll Value Tensile Strength @ 00 200 Tensile Strength @ 900 D5035 Ibs/in 200 Tensile Elongation % < 5.0 Melting Point lass D276 OF °C 4500 2320 Asphalt Retention D6140 al/ dz 0.10 Mass per Unit Area D5261 oz/ dz 4.0 STORAGE The paving interlayer rolls shall be labeled, with a durable label indicating manufacturer, product name or style number, roll and lot number, and roll dimensions shall be attached to each roll. The paving interlayer rolls shall be delivered and handled in a manner to prevent damage and shall be inspected for defects and damage prior to use. The paving interlayer shall be stored in a dry covered condition, free from dust, dirt, off the ground, flat to prevent bowing, protected from precipitation, ultraviolet radiation, strong chemicals, sparks and flames, temperatures in excess 71 °C (160 OF) and other environmental condition that could cause damage. WEATHER AND MOISTURE LIMITATIONS Work shall not be done during wet weather conditions nor when the pavement and ambient air temperatures are below 50°F. The pavement shall be surface-dry at the time of the application of the asphalt. SURFACE PREPARATION All areas of base failure shall be removed and replaced to acceptable industry standards for the specific traffic loads and condition of the project. Pre-Leveling, if necessary, shall be done prior to placing paving interlayer. The pavement surface shall be free of all foreign materials such as dirt, grease, etc. Prior to applying the asphalt, all dust and loose material shall be removed from the pavement surface with Safe Routes to School — School Zone Flashers/Wadsworth 5 - 29 May 1, 2024 Project Number: 23-3009 compressed air. Existing cracks shall be filled as specified elsewhere under "Crack Sealing." In an overlay or milled surface application, repair all failed pavement areas prior to installation of the paving interlayer. Fill all cracks 1/4" or greater with approved material. Immediately prior to placement of paving interlayer, the pavement surface shall be dry, cleaned of anything that would interfere with adhesion, for e.g., vegetation, moss, dirt, gravel or water. A leveling or "scratch" course is recommended when road surface is not acceptable and shall be of proper gradation and sufficient thickness to achieve a smooth, level surface with no gaps greater than 1/4" depth and width or be acceptable to the project engineer. A finish grind may be used as an alternative to an asphalt leveling course being placed, when you can achieve the final surface texture has no cracks, gaps or vertical angles greater the 1/4" depth and width or be acceptable to the project engineer. In all cases the surface must be clean and dry and the application rate of the Hot PG grade asphalt binder shall be increased to insure complete interlayer saturation and bonding. INSTALLATION A. Apply the asphalt interlay fabric in a hot PG graded asphalt binder. Asphalt Emulsion is NOT acceptable for placing paving interlayer due to time delay for it to break and the difficulty in insuring quality as installed. B. Asphalt Binder 1. A hot asphalt binder shall be applied to saturate the paving interlayer (min. to be the asphalt retention rate) plus amount needed to bond to existing surface and the new overlay. The asphalt binder to be used shall be PG58H -22 (PG64 -22) or higher. Sustained ambient temperatures (above 900) may require a stiffer binder gradation like PG58V -22 (PG70 -22) or higher to improve set time and reduce risk of fabric pick-up under construction traffic. 2. The hot asphalt binder shall be applied per the paving interlayer manufacturer or as directed by the Engineer. For TenCate Mirafi MPM30 the hot asphalt binder shall be applied at a rate of 0.10 Gal/SY on a new HMA leveling surface. On an old smooth surface or a clean fine milled surface apply hot asphalt binder shall be applied at a rate of 0.12 Gal/SY. For Tensar GlasPave 25 the hot asphalt binder shall be applied at a rate of 0.15 Gal/SY on a new pavement surface, 0.17 Gal/SY on an aged oxidized surface, and a rate of 0.2 Gal/SY on a milled surface. 3. Spray application shall extend four (4) inches wider than width of paving interlayer on lap side. Hot asphalt binder Safe Routes to School — School Zone Flashers/Wadsworth 5 - 30 May 1, 2024 Project Number: 23-3009 application shall be wide enough to cover the entire width of engineered paving mat material overlaps. The hot asphalt binder shall be applied only as far in advance of the engineered paving mat material installation as is appropriate to ensure a tacky surface at the time of the engineered paving mat material placement. Traffic shall not be allowed on the hot asphalt binder. 4. The hot asphalt binder shall be applied by a distributor truck in a smooth uniform manner at as low a temperature as is possible to achieve the right application rate, depending on ambient and road surface temperatures and type of PG asphalt binder used. Temperature of the hot asphalt binder shall be sufficiently high enough to permit uniform spray pattern and shall be between 3500 F and 4000 F. The air temperature shall be 500 F and rising for placement of the hot asphalt binder coat. C. The paving interlayer shall be installed with equipment in good working order that is capable of installing the fabric without wrinkles or manually as needed and recommended by manufacturer. 1. Initial alignment of the interlay fabric is very important, since the fabric direction cannot be changed appreciably without causing wrinkles. If the alignment of the interlay fabric must be changed, the fabric shall be cut and realigned, overlapping the previous material and proceeding as before. 2. If manual lay-down methods are used, the paving fabric shall be unrolled, aligned, and placed in increments of approximately thirty (30) feet or as project engineer suggest. 3. The material shall be placed flat and wrinkle-free. The paving interlayer installation may require hand brooming as necessary to eliminate ripples that may occur during installation. 4. Brooming or squeegee of paving interlayer is required to insure adequate adhesion into the hot asphalt binder before the hot asphalt binder has cooled and lost tackiness. If the interlayer wrinkles more than 1" height during installation, the wrinkle shall be cut and lapped in the direction of paving. In these repaired areas, additional hot asphalt binder shall be applied as needed to achieve a sound bond to the substrate. Damaged engineered paving mat shall be removed and replaced, per the manufacturer's recommendations, at the contractor's expense with the same type of material. 5. To ease installations around curves, the paving fabric can be placed in shortened lengths by mechanical equipment or by hand. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 31 May 1, 2024 Project Number: 23-3009 6. Paving interlayer shall be lapped two (2) to four (4) inches longitudinally and two (2) to four (4) inches transversely. Transverse laps shall be in the direction of the asphalt concrete overlay placement insuring hot asphalt binder is placed under the overlap. The interlay fabric shall be neatly cut and contoured at all joints. 7. Excess hot asphalt binder that bleeds through the engineered paving mat under normal construction traffic shall be countered by broadcasting clean sand or hot mix to create a bond break between the excess hot asphalt binder and the construction equipment tires. Excess blotting sand shall be removed from the interlayer prior to placing the HMA overlay. No other material, such as asphalt release agents or diesel, shall be used for this purpose. 8. No traffic, except necessary construction traffic or emergency vehicles, shall be driven on the engineered paving mat, unless approved by the engineer. If traffic on the interlayer is approved by the engineer, clean sand shall be lightly broadcasted over the engineered paving mat interlayer, and any loose sand shall be removed prior to paving. 9. Turning of construction equipment and other vehicles shall be gradual and kept to a minimum to avoid damage to the paving interlayer. Caution: Parking on the installed paving fabric prior to final overlay for extended periods could cause damage to the interlayer. 10. Placement of the first lift of the HMA overlay shall closely follow placement of the engineered paving mat. All areas in which the engineered paving mat has been placed shall be paved during the same day, unless approved otherwise by the engineer. In the event of rainfall on the engineered paving mat prior to the placement of the first HMA overlay lift, the engineered paving mat shall be allowed to dry before the HMA is placed. The compacted thickness of the first lift of the HMA overlay on the engineered paving mat shall not be less than 1.5 inches, and the temperature of the mix at placement shall not exceed the engineered paving mat melting point temperature. Where the total HMA overlay thickness is less than 1.5 inches, engineered paving mat shall not be placed. NOTE: Minimum lift thickness should be at least 3 times the nominal maximum aggregate size to ensure aggregate can align themselves during compaction to achieve required density and also to ensure mix is impermeable. 11. Paving interlayer should never be installed when it or the pavement surface is wet. 12. The Contractor shall not place more interlay fabric on the roadway than can be overlaid the same day with Hot Mix Safe Routes to School — School Zone Flashers/Wadsworth 5 - 32 May 1, 2024 Project Number: 23-3009 Asphalt. No fabric, except that which is required for normal lapped joints, shall be exposed to traffic. 13. In the event of breakdown of the paving operation, the interlay fabric which has not been overlaid shall be dusted with sand to break the tackiness of the sealant so traffic does not pick up the fabric. The application rate shall uniformly dust the roadway as approved by the Engineer. More than one application of sand may be required. Before placing the asphalt concrete, the fabric surface shall be broomed to remove the excess sand as directed by the Engineer. The sand shall meet the graduation requirements of the Section 9-03.1(2)B of the WSDOT Standard Specifications. WORKMANSHIP AND QUALITY CONTROL A Technical Representative for the manufacturer of the paving interlayer shall be on the project to work with the Contractor's personnel and to provide the necessary technical assistance to ensure the satisfactory placement of the interlay fabric and HMA overlay. The representative shall not leave the project until the Engineer is satisfied that the Contractor has a full understanding of what is required to place the interlay fabric satisfactorily. The installing contractor shall give sufficient notice of planned work schedule such that proper inspection of workmanship is accomplished. 1. Daily, the Contractor shall certify that interlayer was installed per plans and specifications and confirm, by weight tickets and measuring asphalt used, that the hot asphalt binder usage equates to the specified amount for proper interlayer saturation and bonding. 2. Hot asphalt binder application rate shall not be reduced without the Engineer's approval. 3. Certification of compliance from the binder supplier shall be provided for each load of hot asphalt binder delivered to the jobsite, showing the type and quality of material delivered. 4. The Contractor shall provide satisfactory confirmation to the Engineer, for each Street Section, showing the total quantity of asphalt binder installed, at the proper application rate as published by the manufacturer. 5-04.4 Measurement HMA Cl. 1/2" PG 58V-22, HMA for Pavement Repairs Cl. 1/2" PG 58V-22, and Commercial HMA 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. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 33 May 1, 2024 Project Number: 23-3009 Asphalt Interlay Fabric will be measured by the square yard of asphalt surface area, which is satisfactorily covered, sealed and accepted. PG Tack for Pavement Reinforcement will be measured by the gallon of material for the installation of Asphalt Interlay Fabric, which is properly applied, satisfactorily confirmed proper application rate with required documentation, and accepted by the Engineer. 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. No measurement will be made for the installation, maintenance, and removal of temporary pavement markings. 5-04.5 Payment Payment will be made for each of the following Bid items that are included in the Proposal: "HMA Cl. 1/2" PG 58V-22", per ton. The unit contract price per ton for the above items shall be full compensation for all costs incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are Safe Routes to School — School Zone Flashers/Wadsworth 5 - 34 May 1. 2024 Project Number: 23-3009 included in the Subsection and which are included in the Proposal. This work shall include the cost for pre-leveling work in the areas identified on the plans. The cost for anti-stripping additive and water shall be included in this bid item. No payment will be made for temporary pavement markings. Temporary pavement markings shall be incidental to the project and cost shall be included in the various items of the Contract. Safe Routes to School — School Zone Flashers/Wadsworth 5 - 35 May 1, 2024 Project Number: 23-3009 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 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. SECTION 8-01.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.2 Materials 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) 8-01.3 Construction Requirements SECTION 8-01.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1) General 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 Safe Routes to School - School Zone Flashers/Wadsworth 8 - 1 May 1, 2024 Project Number: 23-3009 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. SECTION 8-01.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.3(1)A Submittals 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. 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 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 Safe Routes to School — School Zone Flashers/Wadsworth 8 - 2 May 1, 2024 Project Number: 23-3009 SECTION 8-01.3(2)E IS SUPPLEMENTED BY ADDING THE FOLLOWING; 8-01.3(2)E Tackifiers 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 Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. Catch basin inlet protection per WSDOT Standard Plan I-40.20-00, modified per City of Kent Surface Water Design manual Page A-14. SECTION 8-01.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION; 8-01.3(17) Vehicle Maintenance and Storage 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. SECTION 8-01.5(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-01.5(2) Item Bids 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 Safe Routes to School - School Zone Flashers/Wadsworth 8 - 3 May 1, 2024 Project Number: 23-3009 temporary erosion control measure. No other further compensation will be made. The unit contract price per acre 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. 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 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 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. 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 Safe Routes to School — School Zone Flashers/Wadsworth 8 - 4 May 1, 2024 Project Number: 23-3009 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 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 8-02.3 Construction Requirements SECTION 8-02.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(1) Responsibility During Construction 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(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-02.3(7) Layout of Planting, Lawn and Seeding Areas The location of plantings shall be according to the landscaping details, unless otherwise directed by the Engineer. The Contractor shall layout tree, shrub and herbaceous plant locations and receive the approval of the Engineer before planting begins. 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 Safe Routes to School - School Zone Flashers/Wadsworth 8 - 5 May 1, 2024 Project Number: 23-3009 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)6 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-02.3(9)B Seeding and Fertilizing 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. 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. Safe Routes to School — School Zone Flashers/Wadsworth 8 - 6 May 1, 2024 Project Number: 23-3009 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. 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(11)A 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. Safe Routes to School — School Zone Flashers/Wadsworth 8 - 7 May 1, 2024 Project Number: 23-3009 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 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. 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 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 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. Safe Routes to School — School Zone Flashers/Wadsworth 8 - 8 May 1, 2024 Project Number: 23-3009 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: 8-02.3(11)B Bark or Woodchip Mulch Revise all references in this section from bark or wood chip mulch to "wood chip mulch." "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 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 8-02.3(17) Plant and Site Protection During Entire Construction Period The Contractor shall: 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 Safe Routes to School — School Zone Flashers/Wadsworth 8 - 9 May 1, 2024 Project Number: 23-3009 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 The City will provide control staking in accordance with Section 1-05.8(6) of the Kent Special Provisions. If the curb and gutter flow line is found to deviate from the flow line shown on the plans 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 "Cement Concrete Curb and Gutter" "Cement Concrete Traffic Curb" The unit contract price per linear foot for the above items 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. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3 Construction Requirements SECTION 8-14.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-14.3(3) Placing and Finishing Concrete 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 troweling 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. Safe Routes to School - School Zone Flashers/Wadsworth 8 - 10 May 1, 2024 Project Number: 23-3009 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. SECTION 8-14.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-14.5 Payment 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 The unit bid per square yard for the above item constitutes complete compensation for all materials, labor, tools and equipment necessary to install cement concrete sidewalk 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 that are disturbed from sidewalk forms; and all other materials, labor, tools and equipment to fulfill the requirements or as directed by the Engineer. Crushed Surfacing Top Course and Asphalt Concrete Pavement Patch, Excavation and Gravel Borrow as required shall be paid for under separate bid items. Sidewalks shall remain safely passable for pedestrians over a slip-resistant surface throughout construction. Contractor to provide and maintain a safe means of pedestrian access within the public right-of-way at all times and shall anticipate heavy pedestrian traffic during peak times at the beginning and end of each school day. 8-18 MAILBOX SUPPORT SECTION 8-18.3 IS REVISED AS FOLLOWS: 8-18.3 Construction Requirements THE SECOND PARAGRAPH IS REPLACED WITH THE FOLLOWING: The existing mailboxes are to be relocated to accommodate the new construction. Within 24 hours of being removed, existing mailboxes shall be reset at a temporary or permanent location. See Kent Standard Plan 6-70. THE THIRD PARAGRAPH IS REPLACED WITH THE FOLLOWING: New mailbox supports which are not to be installed within sidewalks or walkways, shall be backfilled with adjacent native material and compacted to the satisfaction of the Engineer. SECTION 8-18.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-18.5 Payment Safe Routes to School — School Zone Flashers/Wadsworth 8 - 11 May 1, 2024 Project Number: 23-3009 The unit contract price per each for "Remove, Salvage and Reinstall Mailbox" constitutes complete compensation for all materials, labor, tools, and equipment necessary to remove, salvage, and reinstall existing mailboxes. 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION SYSTEMS, AND ELECTRICAL SECTION 8-20.1 IS REVISED AS FOLLOWS: 8-20.1 Description THE SECOND PARAGRAPH IS REVISED TO READ AS FOLLOWS: The locations of junction boxes, conduits and similar appurtenances shown in the plans are approximate; and the proposed locations will be staked or similarly marked by the Contractor and approved by the Engineer. 8-20.3 Construction Requirements SECTION 8-20.3(5) IS REVISED AS FOLLOWS: 8-20.3(5) Conduit THE SECOND PARAGRAPH IS REPLACED IN ITS ENTIRETY WITH THE FOLLOWING: The size of conduit used shall be that size shown in the plans. Conduits smaller than 2-inch electrical trade size shall not be used. No conduit run shall exceed 225 degree total bends in any run without prior approval of the Engineer. THE FOLLOWING PARAGRAPH IS ADDED AFTER THE SECOND PARAGRAPH; The Contractor shall install 1/4 inch diameter nylon pull rope in all conduit runs. A tracer wire terminating within junction boxes shall be installed in all conduits intended for future use. The tracer wire shall be uninsulated #8 AWG stranded copper. SECTION 8-20.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-20.5 Payment "AC Powered Flashing Beacon with Pole and Pelco Base" The unit contract price per each shall constitute complete compensation for all labor, tools, materials and supplies needed to install new RTC brand school zone flashing beacon system per the manufacturer's recommendations, including 15' tall x 4.5" diameter spun aluminum Pelco posts with breakaway Pelco base and foundation per the plans and specifications. This bid item includes but is not limited to: brackets, conduits, concrete foundations, aluminum Pelco pole, collar, base and rebar cage, line box (LB), sign assembly, #10 RHH/RHW/USE2 rated Safe Routes to School - School Zone Flashers/Wadsworth 8 - 12 May 1, 2024 Project Number: 23-3009 wire for power to flasher assembly, SEC 1791-SF fuse connectors and FNM-5 fuses to be located in Pelco base compartment, control cabinet, battery, (2) front-facing 12" yellow flasher heads, (1) rear-facing 12V DC sealed single row amber LED, all wiring from junction box where applicable as shown on the plans, fittings, testing, grouting of gap at base for leveling nuts, Washington State Department of Labor & Industries inspection, and all other items required for a fully functional system. Refer to WSDOT Standard Plan 1-21.10-04 "Type PS, Type 1, RM and FB Signal Standard Foundation Details". Flashing beacon pole, base and associated parts shall be Pelco brand specified in KSP 9- 29.6(5). Note, all signs shall conform to Std. Plan 6-82a including 3M High Intensity Prismatic sign coatings. RTC has indicated longer than usual lead times and parts on backorder. The contractor shall anticipate a potential delay in delivering the school zone flashing beacon systems and all related appurtenances. The lead time to order and procure the school zone flashing beacon systems and all related appurtenances is anticipated to take several months. The contractor shall order the required equipment as soon as possible and plan their schedule and construction procedures accordingly to ensure that construction is complete within the project's allowable working days as identified in the project contract documents. Ordering of school zone flashing beacon systems shall include all work necessary for the manufacturer to determine the correct solar panel for use and orientation of the solar panels on all solar powered beacons. No additional compensation will be granted to the contractor for a potential delay in delivering these items. In areas of existing school zone speed limit sign replacement, the contractor shall maintain operational school zone speed limit enforcement throughout construction through the use of a temporary sign, or flaggers if approved by the project engineer. "Solar Powered Flashing Beacon with Pole and Pelco Base" The unit contract price per each shall constitute complete compensation for all labor, tools, materials and supplies needed to install new RTC brand school zone flashing beacon system per the manufacturer's recommendations, including 15' tall x 4.5" diameter spun aluminum Pelco posts with breakaway Pelco base and foundation per the plans and specifications. This bid item includes but is not limited to: brackets, conduits, concrete foundations, aluminum Pelco pole, collar, base and rebar cage, line box (LB), sign assembly, solar panel sized by the manufacturer, control cabinet, battery, (2) front-facing 12" yellow flasher heads, (1) rear-facing 12V DC sealed single row amber LED, all wiring from junction box where applicable as shown on the plans, fittings, testing, grouting of gap at base for leveling nuts, Washington State Department of Labor & Industries inspection, and all other items required for a fully functional system. Refer to WSDOT Standard Plan J- 21.10-04 "Type PS, Type 1, RM and FB Signal Standard Foundation Details". Flashing beacon pole, base and associated parts shall be Pelco brand specified in KSP 9-29.6(5). Note, all signs shall conform to Std. Plan 6-82a including 3M High Intensity Prismatic sign coatings. RTC has indicated longer than usual lead times and parts on backorder. The lead time to order and procure the school zone flashing beacon systems and all related appurtenances is anticipated to take several months. The contractor shall order the required equipment as soon as possible and Safe Routes to School — School Zone Flashers/Wadsworth 8 - 13 May 1, 2024 Project Number: 23-3009 plan their schedule and construction procedures accordingly to ensure that construction is complete within the project's allowable working days as identified in the project contract documents. Ordering of school zone flashing beacon systems shall include all work necessary for the manufacturer to determine the correct solar panel for use and orientation of the solar panels on all solar powered beacons. No additional compensation will be granted to the contractor for a potential delay in delivering these items. In areas of existing school zone speed limit sign replacement, the contractor shall maintain operational school zone speed limit enforcement throughout construction through the use of a temporary sign, or flaggers if approved by the project engineer. The unit contract price per each for "Solar Powered Flashing Beacon with Light Pole Mount" shall constitute complete compensation for all labor, tools, materials and supplies needed to install new RTC brand school zone flashing beacon system onto an existing City of Kent light pole per the manufacturer's recommendations and per the plans and specifications. This bid item includes but is not limited to: brackets, conduits, sign assembly, solar panel sized by the manufacturer, control cabinet, battery, (2) front-facing 12" yellow flasher heads, (1) rear- facing 12V DC sealed single row amber LED, fittings, testing, Washington State Department of Labor & Industries inspection, and all other items required for a fully functional system. Note, all signs shall conform to Std. Plan 6-82a including 3M High Intensity Prismatic sign coatings. RTC has indicated longer than usual lead times and parts on backorder. The lead time to order and procure the school zone flashing beacon systems and all related appurtenances is anticipated to take several months. The contractor shall order the required equipment as soon as possible and plan their schedule and construction procedures accordingly to ensure that construction is complete within the project's allowable working days as identified in the project contract documents. Ordering of school zone flashing beacon systems shall include all work necessary for the manufacturer to determine the correct solar panel for use and orientation of the solar panels on all solar powered beacons. No additional compensation will be granted to the contractor for a potential delay in delivering these items. In areas of existing school zone speed limit sign replacement, the contractor shall maintain operational school zone speed limit enforcement throughout construction through the use of a temporary sign, or flaggers if approved by the project engineer. The unit contract price per lineal foot for "Supply and Install 2 Inch Diameter Schedule 80 PVC Conduit" shall be 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, connection to junction boxes and vaults, and Washington State Department of Labor & Industries inspection. Gravel backfill for pipe zone bedding per Section 9-03.12(3) shall be considered incidental. Safe Routes to School — School Zone Flashers/Wadsworth 8 - 14 May 1, 2024 Project Number: 23-3009 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. The unit contract price per each for "Junction Box, Type 1" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment to provide and install the junction box to final grade where noted on the plans or directed by the Engineer. Junction box shall be per City of Kent Standard plan 6-93 and be non-skid per WSDOT 9-29.2(1)A with locking lids and shall be tap welded. Any adjustments made prior to the final finished elevation shall be considered incidental. The unit contract bid price per each for "Remote Solar Panel Incl. Post" shall constitute complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install a remote solar panel at the location shown on the plans and described in the specifications. The bid item price shall include but is not limited to: 15' tall x 4.5" diameter spun aluminum Pelco post with breakaway Pelco base and foundation per the plans and specifications, solar panel sized by the manufacturer, and associated parts, brackets, conduits, concrete foundation, collar, base and rebar cage, all wiring from junction box, fittings, testing, Washington State Department of Labor & Industries inspection, and all other items required for a fully functional system. 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 wire at the locations shown on the plans and described in the specifications. The bid item price shall include but is not limited to: sawcutting of existing asphalt pavement, sawcutting of existing concrete sign foundation, Line box (LB) penetration into Pelco base of flashing beacon, #14 twisted pair wire type IMSA 51-3 (3 twists per foot), high temperature backer rod, sawcut, testing, surface restoration, connection to Solar Powered Flashing Beacon, and connection to remote solar panel. Sawcut sealant shall be CrafcoTm Loop Detector Sealant 271, or approved equal. Installation shall conform to the manufacturer's recommendations. The unit contract price per each for "2 Inch PVC Conduit Stub Out for Proposed Junction Boxes" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to install a 2" schedule 80 PVC junction box stub out for connection of Additional Lead In Wire to proposed type 1 junction boxes. 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. Reference Kent Standard Plans 6-99. The lump sum contract price for "Electrical Wiring and Connections" constitutes complete compensation for furnishing all labor, materials, tools, supplies and equipment necessary to furnish and install all wiring, connections, and testing, for the AC powered school zone flashing Safe Routes to School — School Zone Flashers/Wadsworth 8 - 15 May 1, 2024 Project Number: 23-3009 beacons shown on the plans and described in the specifications. New wiring shall connect to the AC powered school zone flashing beacons shown on the plans. The bid item shall also include furnishing and installing all other electrical components required for a fully functional electrical system as shown on the plans and described in these specifications. New wiring shall connect to the service cabinet locations shown on the plans. The bid item shall also include furnishing and installing the new circuit breakers and all other electrical components required for fully functional electrical system as shown on the plans and described in these specifications. 8-21 PERMANENT SIGNING 8-21.3 Construction Requirements SECTION 8-21.3(4) IS REVISED BY DELETING THE 4TH SENTENCE AND BY ADDING THE FOLLOWING: 8-21.3(4) Sign Removal Wood signs, wood sign posts, wood structures, metal sign posts, windbeams, and other metal structural members shall become the property of the Contractor and shall be removed from the project. Aluminum signs shall remain the property of the City. The Contractor shall bundle and band the signs, and deliver the signs to the Sign Shop at the City Maintenance Facility located at 5821 South 240t" Street (a.k.a. West James Street). All signs shall be delivered to the Sign Shop prior to physical completion of the project. The Contractor shall be charged $2.00 per square foot for any signs that are lost or are rendered unusable as signs by the Contractor's operation. Also see Section 2-02.3 of the Kent Special Provisions. SECTION 8-21.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-21.5 Payment The unit contract price per lump sum for "Removal of Traffic Signs" constitutes complete compensation for all labor, materials, supplies and equipment necessary to remove, dispose, salvage, or deliver the traffic signs shown on the plans and described in the specifications. Removal of the sign post, sign base, and backfilling and compacting the void left by removal of the sign base shall be considered incidental. The unit contract price per lump sum for "Permanent Signing" constitutes complete compensation for all labor, materials, supplies and equipment necessary to deliver and 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 mounting, post, concrete foundation, brackets. Refer to the project plans for signs, mounting locations and type. Note, all signs shall conform to Std. Plan 6-82a including 3M High Intensity Prismatic sign coatings. Safe Routes to School — School Zone Flashers/Wadsworth 8 - 16 May 1, 2024 Project Number: 23-3009 8-22 PAVEMENT MARKING SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Paint shall only be used when applying the following application. • Repainting of existing paint lines Painted striping and curbing paint shall be installed using Low VOC Solvent Based Paint meeting the requirements of Section 9-34. All materials shall be selected from material listed in the Washington State Department of Transportation qualified product list (QPL). SECTION 8-22.3(1) IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.3(1) Preliminary Spotting The Contractor shall use existing curb, gutter, and/or sidewalk as control to assist in preliminary spotting of the lines before beginning the placement of pavement markings. The Contractor shall be responsible for preliminary spotting of the lines to be marked and verification that minimum lane widths will result from the application. Preliminary spotting to guide the placement of longitudinal lines is required. Preliminary spotting for each lane lines shall be provided at transition points as required by Kent Standard Plan 6-74. Approval by the Engineer is required before the placement of permanent pavement marking. SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application 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. SECTION 8-22.3(3)B IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3)B Line Patterns 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. SECTION 8-22.3(3)F IS SUPPLEMENTED WITH THE FOLLOWING: Safe Routes to School — School Zone Flashers/Wadsworth 8 - 17 May 1, 2024 Project Number: 23-3009 8-22.3(3)F Application Thickness All markings shall meet the thickness requirements for flat/transverse & symbol for the various type of paint or plastic material. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement The measurement for all painted lines will be based on the total length the line installed. 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. No additional measurement for payment will be made for the required second application of paint. SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.5 Payment The unit contract price per linear foot for "White Edge Line Paint Stripe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install permanent channelization at the locations shown on the plans and described in the specifications. 8-28 POTHOLE UTILITIES 8-28.1 Description 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. Contractor shall notify the Engineer immediately if a conflict with existing utilities is present. 8-28.2 Materials 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. 8-28.3 Construction Requirements Safe Routes to School — School Zone Flashers/Wadsworth 8 - 18 May 1, 2024 Project Number: 23-3009 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 Pothole utilities shall be measured per pothole work performed. 8-28.5 Payment 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. Safe Routes to School — School Zone Flashers/Wadsworth 8 - 19 May 1, 2024 Project Number: 23-3009 DIVISION 9 - MATERIALS 9-03 AGGREGATES 9-03.12 Gravel Backfill SECTION 9-03.12(3) IS REVISED BY DELETING THE GRAVEL SPECIFICATION AND REPLACING IT WITH THE FOLLOWING: 9-03.12(3) Gravel Backfill for Pipe Zone Bedding Pipe bedding shall be 5/8 inch minus crushed rock. Pea gravel is not allowed. All material shall conform with the following gradation: Sieve Size Passing 3/4 Inch 100% 5/8 Inch 95 - 100% 1/4 Inch 45 - 65% US No. 40 6 - 18% US No. 200 7.5 max. % % Fracture 75 min. Sand Equivalent 40 min. L.A. wear 500 rev. 35 percent max., degradation 25 percent min. Free from wood waste, bark and other deleterious material. 9-14 EROSION CONTROL AND ROADSIDE PLANTING 9-14.2 Topsoil SECTION 9-14.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.2(1) Topsoil Type A 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." 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. Safe Routes to School — School Zone Flashers/Wadsworth 9 - 1 May 1, 2024 Project Number: 23-3009 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 9-14.5(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. SECTION 9-14.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 9-14.3 Seed Hydroseed: 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 Safe Routes to School — School Zone Flashers/Wadsworth 9 - 2 May 1, 2024 Project Number: 23-3009 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: 9-14.4 Fertilizer 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 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 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 Safe Routes to School — School Zone Flashers/Wadsworth 9 - 3 May 1, 2024 Project Number: 23-3009 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 All signs shall be reflectorized except for City Project Signs. ALL PERMANENT SIGNS SHALL HAVE VIP SIGNS AND CLASS A TEMPORARY DIAMOND GRADE RETRO-REFLECTORIZED SHEETING. 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 All conduits for school zone flashing beacons 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 SECTION A: 9-29.2(1)A Standard Duty Junction Boxes Box frame and lid shall be hot dip galvanized only. SECTION 9-29.6(5) IS SUPPLEMENTED BY ADDING THE FOLLOWING PARAGRAPH TO THE END OF THIS SECTION: 9-29.6(5) Foundation Hardware "Solar Powered Flashing Beacon with Pole and Pelco Base" and "AC Powered Flashing Beacon with Pole and Pelco Base" shall be RTC brand Safe Routes to School - School Zone Flashers/Wadsworth 9 - 4 May 1, 2024 Project Number: 23-3009 school zone flashing beacon system installed per the manufacturer's recommendations. Refer to WSDOT Standard Plan 1-21.10-04 "Type PS, Type 1, RM and FB Signal Standard Foundation Details" for foundation. SECTION 9-29.21 IS REVISED AS FOLLOWS: 9-29.21 Flashing Beacon Delete the words "12 inch yellow displays shall be dimmed 50% after dark". Safe Routes to School — School Zone Flashers/Wadsworth 9 - 5 May 1, 2024 Project Number: 23-3009 PROJECT PLANS Safe Routes to School — School Zone Flashers/Wadsworth A-1 April 17, 2024 Project Number: 23-3009 SHEET INDEX NO. SHEET TITLE 1 SHEET INDEX 2 BID ITEMS LIST 3 TYPICAL SCHOOL ZONE FLASHING BEACONS DETAILS 4 SUNNYCREST ELEMENTARY VICINITY MAP 5 SUNNYCREST ELEMENTARY SCHOOL ZONE FLASHING BEACON 1 6 SUNNYCREST ELEMENTARY SCHOOL ZONE FLASHING BEACON 2 7 SUNNYCREST ELEMENTARY SCHOOL ZONE FLASHING BEACON 3 8 SUNNYCREST ELEMENTARY SCHOOL ZONE FLASHING BEACON 4 9 STAR LAKE ELEMENTARY VICINITY MAP 10 STAR LAKE ELEMENTARY SCHOOL ZONE FLASHING BEACON 5 11 PARK ORCHARD ELEMENTARY VICINITY MAP 12 PARK ORCHARD ELEMENTARY SCHOOL ZONE FLASHING BEACON 6 13 PARK ORCHARD STREET VIEW 14 REMOTE SOLAR PANEL TYPICAL SAWCUT SECTION 15 REMOTE SOLAR PANEL TYPICAL PROFILE 16 SUNRISE ELEMENTARY VICINITY MAP 17 SUNRISE ELEMENTARY SCHOOL ZONE FLASHING BEACON 7 18 SUNRISE ELEMENTARY SCHOOL ZONE FLASHING BEACON 8 19 SUNRISE ELEMENTARY SCHOOL ZONE FLASHING BEACON 9 20 MILLENNIUM ELEMENTARY VICINITY MAP 21 MILLENNIUM ELEMENTARY SCHOOL ZONE FLASHING BEACON 10 22 MILLENNIUM ELEMENTARY SCHOOL ZONE FLASHING BEACON 11 23 KENT ELEMENTARY VICINITY MAP 24 KENT ELEMENTARY SCHOOL ZONE FLASHING BEACON 12 25 NEELY O'BRIEN ELEMENTARY VICINITY MAP 26 SCHOOL ZONE FLASHING BEACON 13 27 SCHOOL ZONE FLASHING BEACON 14 28 SCHOOL ZONE FLASHING BEACON 14 STREET VIEW 29 LAKESIDE BLVD E TYPICAL PROFILE 30 TYPICAL CONDUIT TRENCH SECTION City of Kent SAFE ROUTES TO SCHOOL I-T Public Works Department SHEET INDEX SCHOOL ZONE FLASHERS III I No. F 30 KENT Engineering Division SRTS Map�ane G`\Design\23-3009 School Zone Flahsers\dwgASRTS Maps—Zone.dwg 4/10/2024 4:03 FBI CONSTRUCTION BID ITEMS NOTE: NOT ALL BID ITEMS ARE SHOWN ON THIS SHEET. SEE SPECIFICATIONS FOR ALL BID ITEMS. XXXX SEE CORRESPONDING BID ITEM NUMBER IN PROJECT KSP BID ITEMS LIST NO. BID ITEM DESCRIPTION 1010 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT 1020 REMOVE CEMENT CONCRETE SIDEWALK 1025 REMOVE CEMENT CONCRETE CURB AND GUTTER 1030 REMOVE CEMENT CONCRETE TRAFFIC CURB 1045 REMOVAL OF TRAFFIC SIGNS 1050 SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT 1055 SAWCUT EXISTING CEMENT CONCRETE PAVEMENT 1060 ROADWAY EXCAVATION INCL. HAUL 1080 CRUSHED SURFACING TOP COURSE, 5/8 INCH MINUS 1100 HMA CL. 1/2", PG 58V-22 1145 CEMENT CONCRETE SIDEWALK 1205 CEMENT CONCRETE CURB AND GUTTER 1210 CEMENT CONCRETE TRAFFIC CURB 1296 REMOVE, SALVAGE AND REINSTALL MAILBOX 1315 POTHOLE UTILITIES 1525 WHITE EDGE LINE PAINT STRIPE 1530 PERMANENT SIGNING 1535 RELOCATE SIGNS 1625 SOLAR POWERED FLASHING BEACON WITH POLE AND PELCO BASE 1626 SOLAR POWERED FLASHING BECAON WITH LIGHT POLE MOUNT 1630 AC POWERED FLASHING BEACON WITH POLE AND PELCO BASE 1635 SUPPLY AND INSTALL 2 INCH DIAMETER SCHEDULE 80 PVC CONDUIT 1640 SAND FOR CONDUIT BEDDING 1650 JUNCTION BOX, TYPE 1 1660 REMOTE SOLAR PANEL INCL. POST 1665 ADDITIONAL LEAD IN WIRE 1667 2" PVC CONDUIT STUB OUT FOR PROPOSED JUNCTION BOXES 1670 ELECTRICAL WIRING AND CONNECTIONS 1700 INLET PROTECTION 1805 TOPSOIL TYPE A 1830 SEEDING, FERTILIZING, AND MULCHING City of Kent SAFE ROUTES TO SCHOOL > I_T Public Works Department BID ITEMS LIST SCHOOL ZONE FLASHERS 2 so KENT Engineering Division FIDE o. SRTS Yap"one G:\Design\23-3009 School Zone Flahsers\dwg\SRTS Maps_Zone.dwg 4/16/2024 7:53 AiM NOTES: SCHOOL I . SCHOOL ZONE FLASHING DISTANCE FROM EDGE BEACONS 6, 12, 13 AND OF SHOULDER TO SPEED 14 ARE NOT POLE VARIES LIMIT REPRESENTED BY THE BEACON 2: 7.5' 20 TYPICAL SECTIONS ON BEACON 4: 5' WHEN THIS SHEET. SEE BEACON 5: 7.5' FLASHING RELEVANT SHEETS FOR BEACON 10: 5' EACH BEACON WHERE APPLICABLE. 00 2. SCHOOL ZONE SPEED LANE/ROAD z N LIMIT SIGN PER MUTCD WIDTH VARIES o S5-1 . TYP ALL SECTIONS 3. PELCO BASE o FOUNDATION PER MANUFACTURER'S POLE WITHOUT SIDEWALK 1625 RECOMMENDATIONS. APPLIES TO SCHOOL ZONE FLASHING BEACONS 2, 4, 5 AND 10 4. INSTALL SUPPLEMENTAL SCHOOL THIRD LIGHT ON BACKSIDE OF ALL o0 SCHOOL z N SPEED BEACONS AS z Q SPEED o LIMIT HIGH AS N LIMIT 2 FROM FACE 20 POSSIBLE. THIRD o LIGHT TO BE 12V i� 20 OF CURB TO WHEN DC, SEALED, WHEN NEAR EDGE FLASHING SINGLE ROW � OF SIGN FLASHING AMBER LED PER PROJECT 1 ' TO MIN SPECIFICATIONS. POLE GROUT GAP FROM FOR LEVELING 1 ' TO POLE BACK OF VA NUTS, TYP WALK ALL BEACONS 0 SIDEWALK WIDTH VARIES IF SIDEWALK WIDTH VARIES PLANTER STRIP WIDTH VARIES POLE WITH SIDEWALK 4' MIN APPLIES TO SCHOOL ZONE POLE IN PLANTER STRIP FLASHING BEACONS 7, 8, 9 AND 11 APPLIES TO SCHOOL ZONE 1625 1625 1630 FLASHING BEACONS 1 AND 3 City of Kent TYPICAL SCHOOL SHEET Public Works Department ZONE FLASHING SAFE ROUTES TO SCHOOL 3 of 30 KENT Engineering Division BEACONS DETAILS SCHOOL ZONE FLASHERS F,LE No am maps"Z » .......... G.ADesign\23-3009 School Zone Flahssrs\dwgASRTS Maps—Zone.dwg 4\10\2024 4.03 PM NW 1/4 SEC. 22, T 22N, R 4E, W.M. rn o ,i . dl . r v I 4 N IM 4171 41 �a A t :\ SCHOOL ZONE FLASHING 1' -� BEACON 3, SEE SHEET 7 w cp 40 n" ��.� ' NE FLASHING BEACON 1 , SEE SHEET 5 SCHOOL ZO ; AW -- n L i I � > w SCHOOL ZONE FLASHING z �, -��j h y s BEACON 4, SEE SHEET 8 M, cv - �� S 248TH ST14 _ i I SCHOOL ZONE tl�N FLASHING BEACON 2 SEE SHEET 6 7 _ S 249TH ST T City of Kent SUNNYCREST ELEMENTARY SAFE ROUTES TO SCHOOL Public Works Department 4 _F 30 KENT Engineering Division VICINITY MAP SCHOOL ZONE FLASHERS N, SRTS Map"we G:ADesign\23-3009 School Zone Flah—\dwgASRTS Maps—Z.—dwg 4/10/2024 4:03 PM SEC. 22, T 22N, R 4E, W.M. INSTALL SCHOOL ZONE FLASHING BEACON 1 AS FIELD-DIRECTED BY = - CITY OF KENT TRANSPORTATION - Y -- ` ENGINEERING DEPARTMENT C, 1 (APPROXIMATE LOCATION SHOWN) _ RELOCATED EXISTING SPEED LIMIT, SCHOOL ZONE, ANDj NO PARKING SIGNS � 1535 IMAL t REMOVE EXISTING ' SCHOOL ZONE SIGN 1045 0"i EXISTING SPEED LIMIT, SCHOOL' S ti. ZONE, AND NO PARKING SIGNS I r` TO BE RELOCATED WHERE 1535 SHOWN TO THE NORTH I rl o I ! I � r1 ,. }+:;� City of Kent SUNNYCREST ELEMENTARY SAFE ROUTES TO SCHOOL Public Works Department SCHOOL ZONE FLASHING 5 -F 30 KENT Engineering Division BEACON 1 SCHOOL ZONE FLASHERS N SRTS Map"we G:ADe lgn\23-3009 School Zone Fl.h-,\dwgASRTS M.ps_Zon dwg 4/10/2024 4:03 PM SEC. 22, T 22N, R 4E, W.M. 0—7:7 TO, \ y U 'r \ 1045 �. ' REMOVE EXISTING 1625 SCHOOL ZONE SIGN AND \ INSTALL SCHOOL ZONE 1=- FLASHING BEACON 2 \ ,. 1 6 \ ` �i 21, \ \ ;A�, City of Kent SUNNYCREST ELEMENTARY SAFE ROUTES TO SCHOOL Public Works Department SCHOOL ZONE FLASHING 6 �_F 30 KENT Engineering Division BEACON 2 SCHOOL ZONE FLASHERS N, SRTS Map"we G:AD-lgn\23-3009 School Zone Flah-,\dwgASPTS Maps—Zo—dwg 4/10/2024 4:03 PM SEC. 22, T 22N, R 4E, W.M. . !i. ' 1 -� ,� - 1700 - 1045 CATCH BASIN 1625 - INLET PROTECTION, IF NEEDED REMOVE S 2q�th S1 Z EXISTING ONEE SIGN FR SCHOOL FROM EXISTING LIGHT POLE, AND INSTALL 0 SCHOOL ZONE FLASHING .. BEACON 3 ON SEPARATE POLE ' LOCATED 3' (MIN) EAST OF EXISTING LIGHT POLE City of Kent SUNNYCREST ELEMENTARY SAFE ROUTES TO SCHOOL Public Works Department SCHOOL ZONE FLASHING 7 -F 30 KENT Engineering Division BEACON 3 SCHOOL ZONE FLASHERS N, SRTS Map"we G:AD-lgn\23-3009 School Zone Fl.h-,\dwgASRTS Maps—Zo—dwg 4/10/2024 4:03 PM SEC. 22, T 22N, R 4E, W.M. • f ter► i.�:•'-•' � I I . I I � . 1045 Ali J - � `a•`•1 REMOVE EXISTING t M-bo SCHOOL ZONE SIGN AND INSTALL SCHOOL ZONE FLASHING BEACON 4 z S 249th ST sf v •w �...ti..,�, w Q i City of Kent SUNNYCREST ELEMENTARY SAFE ROUTES TO SCHOOL Public Works Department SCHOOL ZONE FLASHING s �_F 30 KENT Engineering Division BEACON 4 SCHOOL ZONE FLASHERS N SRTS Map"we G:ADesign\23-3009 School Zone Flah—\dwgASRTS Maps—Zo—dwg 4/10/2024 4:04 PM SEC. 27, T 22N, R 4E, W.M. Zia TA { S * i r . CXISTING SCHOOL 2-11 /'ONE FLASHING u BEACON TO REMAIN All xV t i � • I J 3 f { S 268TH ST a NEW SCHOOL ZONE FLASHING BEACON 5 17 oi , 1, L N I, m � v ,w q -� {I � ";f� f.� S 270TH ST -40 r EXISTING SCHOOL f , ZONE FLASHING er �.. ,..�. - BEACON TO REMAIN City of Kent STAR LAKE ELEMENTARY SAFE ROUTES TO SCHOOL I_T Public Works Department VICINITY MAP SCHOOL ZONE FLASHERS I s so KENT Engineering Division No. sRTS Map"wa G`\Design\23-3009 School Zone Flahsers\dwgASRTS Maps—Zone.dwg 4/10/2024 4:04 FBI SEC. 27, T 22N, R 4E, W.M. 1530 Q nil SPEED LIMIT SIGN (S2-1 (25)), AND END SCHOOL ZONE SIGN (S5-2(MOD) 24x12) ORIENTED FOR WESTBOUND S 268th ST TRAFFIC JFW i S 268th ST - - -- - INSTALL SCHOOL ZONE 1625 FLASHING BEACON 5 � r WIT i Q i City ofKent STAR LAKE ELEMENTARY Sr-T Public Works Department SCHOOL ZONE FLASHING SAFE ROUTES TO SCHOOL 10 F 30 KENT Engineering Division BEACON 5 SCHOOL ZONE FLASHERS N, SRTS Map"we G.ADesign\23-3009 S-ooi Zone anssrs\dwgASRTS Maps—Zone.awg 4\10\2024 4.04 =VI SEC. 17, T 22N, R 5E, W.M. I . A : e Fi _ 7 s `.. A N Ms EXISTING SCHOOL _ Q ZONE FLASHING ' BEACON TO REMAIN _ . SE 232ND ST _, � „ ' k +•� NEW SCHOOL a ZONE FLASHING �: M , BEACON 6 EXISTING SCHOOL ✓� A �,� �' ZONE FLASHING w N r. BEACON TO REMAIN l ---� �,^ w dab City of Kent PARK ORCHARD SAFE ROUTES TO SCHOOL Public Works Department 11 GF 30 KENT Engineering Division ELEMENTARY VICINITY MAP SCHOOL ZONE FLASHERS SRTS Map"we G:\D-lgn\23-3009 School Zone Flah-,.\dwgASRTS Maps—Z.—dwg 4/10/2024 4:04 PM SEC. 17, T 22N, R 5E, W.M. NOTE: �r, M SEE SCHOOL ZONE FLASHING BEACON .' _ � 6 STREET VIEW ON SHEET 13. REMOVE AND ••' 2 x REINSTALL MAILBOX ` 0 1296 POST-MOUNTED w 1660 ' REMOTE SOLAR > ' I a PANEL INSTALLED ; CLEAR OF ADJACENT PSE POWER POLE r `V REMOVE EXISTING SCHOOL ZONE SIGN J AND INSTALL SCHOOL JUNCTION BOX �� � ZONE FLASHER 6 ON WITH 2" SCHEDULE � EXISTING CONCRETE 80 PVC STUB OUT BASE +� 1650116677 I : • 1665 REMOTE SOLAR PANEL WIRE IN SAWCUT TRENCH JUNCTION BOX WITH 2" SCHEDULE 80 PVC STUB OUT FOR REMOTE SOLAR �. PANEL, AND LINE BOX (LB) INTO PELCO BASE OF FLASHING BEACON FOR CONDUIT CONNECTION. LOCATION SHOWN TO BE FIELD ADJUSTED. .� f 1650 1665 1667 NOTE: CONTRACTOR TO CALL FOR LOCATES AND POTHOLE ANY 1315 EXISTING UTILITIES IDENTIFIED WITHIN THE SAWCUT LOCATION. City of Kent PARK ORCHARD ELEMENTARY SAFE ROUTES TO SCHOOL Public Works Department SCHOOL ZONE FLASHING 12 cF 30 KENT Engineering Division BEACON 6 SCHOOL ZONE FLASHERS N, � lap�� G:ADe lgn\23-3009 School Zone Fl.hs \dwgASRTS M.ps_Zon dwg 4/10/2024 4:04 PM SEC. 17, T 22N, R 5E, W.M. 1045 1625 ' REMOVE EXISTING SCHOOL ZONE SIGN AND INSTALL SCHOOL ZONE FLASHING \ BEACON ON EXISTING CONCRETE BASE 1650 1660 16 37 .1' I JUNCTION BOX WITH 2" SCHEDULE 80 20 PVC STUB OUT AND REMOTE SOLAR - PANEL INSTALLATION LOCATION, SEES SHEETS 14 AND 15. SEE NOTE 2 BELOW. 0 REMOTE SOLAR PANEL : -- WIRE, SEE TYPICAL SAWCUT EXISTING SECTION ON SHEET 14 CONCRETE ' 7 BASE TO SAWCUT AND REMOTE SOLAR PANEL REMAIN WIRE TO BE KEPT CLEAR OF 112th EXISTING SANITARY SEWER MANHOLE MAVE SE CONDUIT ACROSS DITCH TO SAWCUT 1635 FOR REMOTE SOLAR PANEL WIRE 1650 JUNCTION BOX WITH 2" SCHEDULE 80 PVC STUB OUT FOR 1665 REMOTE SOLAR PANEL, AND LINE BOX (LB) INTO PELCO 1667 BASE OF FLASHING BEACON FOR CONDUIT CONNECTION NOTES: 1 . 112th AVE SE IS CLASSIFIED AS A RESIDENTIAL COLLECTOR. THE ANTICIPATED ROAD CROSS-SECTION IS AS SHOWN ON CITY OF KENT STANDARD PLAN 6-6. FIELD INVESTIGATION MAY DISCOVER DIFFERENT PAVEMENT AND BASE COURSE DEPTHS. SEE SHEET 14 FOR TYPICAL SAWCUT AND REMOTE SOLAR PANEL WIRE SECTION. 2. INSTALL REMOTE SOLAR PANEL ON SEPARATE POLE LOCATED 3' (MIN) AWAY FROM EXISTING LIGHT POLE. City of Kent s ':ET PARK ORCHARD SAFE ROUTES TO SCHOOL Public Works Department 13 of 30 KENT Engineering Division STREET VIEW SCHOOL ZONE FLASHERS FILE No Ses M�a» .......... G`\Design\23-3009 School Zone Flahs ,\dwgASRTS M.pe_Zo e.dwg 4/10/2024 4:04 PM SAWCUT 1 /2" WIDE SAWCUT SEALANT EXISTING PAVEMENT w Q U ~ Z 2" LONG HIGH Q w TEMPERATURE BACKER ROD AT o Q U' 24" CENTERS � z 00 N � Z U) W F— � O X Z W L L- W Ow REMOTE SOLAR POWER WIRE, PER PROJECT KSP EXISTING PAVEMENT BASE COURSE 1665 City of Kent s ':ET Public Works Department REMOTE SOLAR PANEL SAFE ROUTES TO SCHOOL 14 OF 30 KENT Engineering Division TYPICAL SAWCUT SECTION SCHOOL ZONE FLASHERS FILE No Ses w�a» .......... G.ADesign\23-3009 School Zone Flahsers\dwgASRTS Maps—Zone.dwg 4\10\2024 4.04 PM 1045 1625 REMOVE EXISTING SCHOOL ZONE SIGN FROM EXISTING CONCRETE BASE AND INSTALL SCHOOL ZONE FLASHING BEACON EXISTING ROAD SHOULDER LINE BOX (LB) INTO PELCO BASE 3/4" RIGID METAL CONDUIT (RMC) SURFACE MOUNTED TO BASE WHERE SHOWN. ROUTE CONDUIT THROUGH BASE GAP AND ANCHOR WITH STRAPS. EXISTING DRAINAGE DITCH REMOTE SOLAR PANEL 1660 INSTALLED CLEAR OF ADJACENT PSE POWER POLE 1650 1667 JUNCTION BOX WITH 2" SCHEDULE 80 PVC STUB OUT 0 FOR REMOTE SOLAR PANEL Ful PELCO BASE FOUNDATION PER MANUFACTURER'S RECOMMENDATIONS, TYP 1665 LEAD-IN WIRE FOR REMOTE SOLAR PANEL, SEE SHEET 14 EXISTING ASPHALT WITH SAWCUT AS SHOWN ON SHEET 14 JUNCTION BOX WITH 2" 1650 1667 SCHEDULE 80 PVC STUB OUT FOR REMOTE SOLAR PANEL 1635 1 1640 670 2 MIN BURY DEPTH, TYP ALL CONDUITS EXISTING CONCRETE BASE TO REMAIN AND BE REUSED FOR MOUNTING SCHOOL ZONE FLASHING BEACON City of Kent s rFT REMOTE SOLAR PANEL SAFE ROUTES TO SCHOOL Public Works Department 15 eF 30 KENT Engineering Division TYPICAL PROFILE SCHOOL ZONE FLASHERS SRTS Map"we G.ADesign\23-3009 School Zone Flahsers\dwgASRTS Maps—Zone.dwg 4/10/2024 4.04 PVI SEC. 9, T 22N, R 5E, W.M. k \ 4 4 A. . •e° EXISTING SCHOOL ZONE FLASHING EMU BEACON TO REMAIN �"T�T Xi SE 221 ST PL -_.. NEW SCHOOL ZONE I x FLASHING BEACON 7 I . .. µ Aw Ld „ 61m W it Q1 k ., C4 P. 40 I NEW SCHOOL .— �---- ZONE FLASHING jv * 00, * BEACON 9 '000�" . SE 224TH ST 00 or �t EXISTING SCHOOL NEW SCHOOL ZONE FLASHING ZONE FLASHING = F . BEACON TO REMAIN BEACON 8 fi," City of Kent SUNRISE ELEMENTARY SAFE ROUTES TO SCHOOL T Public Works Department VICINITY MAP SCHOOL ZONE FLASHERS is F 30 KENT Engineering Division No. sRTS Map"we G`\Design\23-3009 School Zone Flahsers\dwgASRTS Maps—Zone.dwg 4/10/2024 4:04 FBI SEC. 9, T 22N, R 5E, W.M. i I♦ t ti ♦Y LLJ bi ' 1530 -o �• . ' ' END SCHOOL ZONE SIGN I N �• -� (S5-2(MOD) 24x12) INSTALLED ON EXISTING POST UNDER . ti EXISTING SPEED LIMIT SIGN SE 221 st PL 1625 INSTALL SCHOOL ZONE FLASHING BEACON 7 i L �• 1 ' 1 City ofKent SUNRISE ELEMENTARY 3�F-T Public Works Department SCHOOL ZONE FLASHING SAFE ROUTES TO SCHOOL 17 F 30 KENT Engineering Division BEACON 7 SCHOOL ZONE FLASHERS N, SRTS Map"we G:AD-lgn\23-3009 School Zone Flah-,\dwgASRTS Maps—Zo—dwg 4/10/2724 4:05 PM SEC. 9, T 22N, R 5E, W.M. t t 1045 115,30 REMOVE EXISTING BLUE : - RESIDENTIAL SIGN AND POST. INSTALL 25 MPH SPEED LIMIT VL (S2-1 (25)) AND END SCHOOL �. ,! ^ umwlr , ZONE (S5-2(MOD) 24x12) ON EXISTING FOUNDATION. `- SE 224th ST 1700 CATCH BASIN 1625 INLET PROTECTION, INSTALL SCHOOL ZONE IF NEEDED FLASHING BEACON 8 CityofKent SUNRISE ELEMENTARY ' - SAFE ROUTES TO SCHOOL Public Works Department SCHOOL ZONE FLASHING 18 30 KENT Engineering Division BEACON 8 SCHOOL ZONE FLASHERS E o SRTS M��. G.\Design\23-3009 School Zone Flahsers\dwg\SRTS Maps_Zone.dwg 4/10/2024 4:05 Pivl SEC. 9, T 22N, R 5E, W.M. ;.,�� - _,}.tom '" _.;;,,-• � r , 1625 IINSTALL SCHOOL ZONE ;•Z' FLASHING BEACON 9 ' 1530 } t l INSTALL END SCHOOL ZONE SIGN (S5-2(MOD) / 24x12) UNDER EXISTING SPEED LIMIT SIGN. 1 MOVE NO PARKING SIGN DOWN TO BE ON S� BOTTOM. BOTTOM EDGE t SE ZZ��h OF LOWEST SIGN TO BE 7' ABOVE SIDEWALK. 1� CATCH BASIN h .ty INLET PROTECION, IF NEEDED 1700 r:L City of Kent SUNRISE ELEMENTARY SAFE ROUTES TO SCHOOL Public Works Department SCHOOL ZONE FLASHING is cF 30 KENT Engineering Division BEACON 9 SCHOOL ZONE FLASHERS N, SRTS Map"w. G:ADe lgn\23-3009 School Zone Flahs \dwgASRTS Maps_Zon dwg 4/10/2024 4:05 PM SEC. 28, T 22N, R 5E, W.M. 124TH AVE SE = r a EXISTING SCHOOL l' EXISTING SCHOOL ZONE E�ASHING ZONE FLASHING, I = � BEACON TO REMAIN ., BEACON TO REMAIN e NEW SCHOOL ZONE pp FLASHING BEACON 10 k r F tl F{� z # 7T 121 ST PL SE ; �� . - y f. 4LLL U) 4L _ l cV 120TH AVE SE un . tt � u ��tI"'L^"a r. s NEW SCHOOL ZONE f , FLASHING BEACON 11 '. L L T T T fJAW 1 8 H PL S T ' 1 E v s City of Kent MILLENNIUM ELEMENTARY SAFE ROUTES TO SCHOOL Public Works Department 20 eF 30 KENT Engineering Division VICINITY MAP SCHOOL ZONE FLASHERS SRTS Map"we G:\D-lgn\23-3009 School Zone Flah—\dwgASRTS Maps—Z.—dwg 4/10/2024 4:05 PM SEC. 28, T 22N, R 5E, W.M. REMOVE EXISTING BLUE RESIDENTIAL _',' SIGN AND POST. INSTALL SIGN POST AND RELOCATED SCHOOL ZONE SIGN AND AHEAD PLAQUE ON EXISTING FOUNDATION. r 1045 1535 t f r 5 1530 25 MPH SPEED LIMIT SIGN (S2-1 (25)) AND END SCHOOL ZONE SIGN (S5-2(MOD) 24x12) I W (n I :� I c' INSTALL SCHOOL ZONE FLASHING I ; BEACON 10 5 1 RELOCATE EXISTING SCHOOL �- ZONE SIGN AND AHEAD PLAQUE TO THE NORTH WHERE SHOWN ` City of Kent MILLENNIUM ELEMENTARY SAFE ROUTES TO SCHOOL Public Works Department SCHOOL ZONE FLASHING 21 cF 30 KENT Engineering Division BEACON 10 SCHOOL ZONE FLASHERS N, SRTS Map"w. G:AD-lgn\23-3009 School Zone Fl.h-,\dwgASRTS Maps—Zo—dwg 4/10/2024 4:05 PM SEC. 28, T 22N, R 5E, W.M. r • o AP w V) � ` I 1045 � - • ' REMOVE EXISTING , SCHOOL ZONE SIGN I ' .j-0 Y INSTALL SCHOOL ZONE FLASHING BEACON 11 .• 118th PL SE City of Kent MILLENNIUM ELEMENTARY S"EE- Public Works Department SCHOOL ZONE FLASHING SAFE ROUTES TO SCHOOL 22 30 KENT Engineering Division BEACON 11 SCHOOL ZONE FLASHERS E o SIRTS��p-7— G:\Design\23-3009 School Zone Flahsers\dwg\SRTS Maps_Zone.dwg 4/10/2724 4:05 Piv1 SEC. 23, T 22N, R 4E, W.M. _ r s 1q' a1 r l ~ 1 • 6 < � � �, � 1 �" " , "� , • W�S M I T H- ST vt , . �r . AWL ti Ld > l� SCHOOL ZONE ' a ,. FLASHING BEACON 12 r 1 ; ` (O - r` EXISTING SCHOOL t`n ZONE FLASHING BEACON TO REMAIN EXISTING SCHOOL " ZONE LEASHING _ � y BEACON TO REMAIN City of Kent s ':ET Public Works Department KENT ELEMENTARY SAFE ROUTES TO SCHOOL 23 oT 30 KENT Engineering Division VICINITY MAP SCHOOL ZONE FLASHERS F,�E No am maps-za» .......... G`\Design\23-3009 School Zone Flah—e \dwg\SRTS Maps—Z-e.dwg 4/10/2024 4,05 PM SEC. 23, T 22N, R 4E, W.M. qF I y • Am cn Lu I Q I ._�0 _ _ 1045 1626 REMOVE EXISTING SCHOOL ZONE ' i SIGN AND INSTALL SCHOOL ZONE FLASHING BEACON 12 ON EXISTING LIGHT POLE l K 7 1 1 City of Kent s rFT Public Works Department KENT ELEMENTARY SCHOOL SAFE ROUTES TO SCHOOL z4 so KENT Engineering Division ZONE FLASHING BEACON 12 SCHOOL ZONE FLASHERS SRTS Map"we G:AD-lgn\23-3009 School Zone Fl.h-,.\dwgASRTS Maps—Zo—dwg 4/10/2724 4:05 PM SEC. 14, T 22N, R 4E, W.M. _ Mom, �, a04 �' _� N `^ law r .10 ie .y pky s co y / i p I411 4L 4d �y� S fit . .6 � F=, EXISTING SCHOOL ZONE FLASHING SCHOOL ZONE 1 _ BEACON TO REMAIN FLASHING BEACON 13 ^ ra i4 S 236TH ^ST —1 ^!itea .$` •A v aN S 237TH ST u `�,., x, SCHOOL ZONE FLASHING BEACON 14 ��. . EXISTING SCHOOL ZONE FLASHING BEACON TO REMAIN cn e . uj Nw ,,A41 City of Kent Public Works Department NEELY 0 BRIEN ELEMENTARY SAFE ROUTES TO SCHOOL 25 so KENT Engineering Division VICINITY MAP SCHOOL ZONE FLASHERS „ W) SRTS Map"we G:\D-lgn\23-3009 School Zone Flah—\dwgASRTS Maps—Z.—dwg 4/10/2024 4:06 PM SEC. 14, T 22N, R 4E, W.M. gap— ~11 •,t.r LLB 1045 1630 I 2 Lcl REMOVE EXISTING SCHOOL ZONE J 00 SIGN AND INSTALL SCHOOL r ZONE FLASHING EXISTING JUNCTION BEACON 13 BOX TO REMAIN J 1635 JUNCTION BOX FOR - 1640 1670 WIRED CONNECTION CONDUIT FOR TO EXISTING CITY OF WIRED CONNECTION KENT ELECTRICAL I TO JUNCTION BOX _ POWER AT BACK OF EXISTING SIGN ' I I 1650 t kLdi All NOTE. 1 . CONTRACTOR TO CALL FOR LOCATES AND POTHOLE ,. EXISTING JUNCTION ANY EXISTING UTILITIES BOX TO REMAIN IDENTIFIED WITHIN THE y. CONDUIT LOCATION. City of Kent s rFT Public Works Department SCHOOL ZONE FLASHING SAFE ROUTES TO SCHOOL 26 so KENT Engineering Division BEACON 13 SCHOOL ZONE FLASHERS N, SRTS Map"we G:AD-lgn\23-3009 School Zone Flah-,.\dwgASRTS Maps—Z.—dwg 4/10/2024 4:06 PM SEC. 14, T 22N, R 4E, W.M. REMOVE EXISTING SCHOOL ZONE t �����;'�`..:� SIGN AND INSTALL 30' Jr. : -`:� �`� �; • ' ZONE FLASHING BEAUUN 14 ►e '. CONDUIT FOR WIRED CONNECTION TO EXISTING CITY �4 OF KENT ELECTRICAL POWER IN MEDIAN. SEE SHEET 29 \ 1635 FOR TYPICAL PROFILE 11640 16 7 0 � \ ! �� 1525 WHITE EDGE LINE PAINT STRIPE TO MATCH EXISTING WHERE DISTURBED BY CONDUIT TRENCH \ CONNECT TO EXISTING , �1 JUNCTION BOX •� 1650 JUNCTION BOX FOR WIRED \ CONNECTION TO EXISTING CITY OF \ KENT ELECTRICAL POWER IN MEDIAN. SEE SHEET 29 FOR TYPICAL PROFILE ' NOTE: \ 1 . SEE SCHOOL ZONE FLASHING BEACON 14 \ STREET VIEW ON SHEET 28. p 2. CONTRACTOR TO CALL FOR LOCATES AND _ \ POTHOLE ANY EXISTING UTILITIES 1315 _r `,•- IDENTIFIED WITHIN THE CONDUIT LOCATION. - \ City of Kent SCHOOL ZONE FLASHING SAFE ROUTES TO SCHOOL Public Works Department 27 eF 30 KENT Engineering Division BEACON 14 SCHOOL ZONE FLASHERS N, SRTS Map�on G:\D-lgn\23-3009 School Zone Fl.h—\dwgASRTS Maps—Z.—dwg 4/10/2024 4:06 PM SEC. 14, T 22N, R 4E, W.M. 1045 REMOVE EXISTING SCHOOL ZONE 0 SPEED LIMIT SIGN AND TELESPAR POLE SCHOOL ZONE FLASHING BEACON 1630 AND JUNCTION BOX INSTALLATION ` " LOCATION. LOCATE JUNCTION BOX 1650 IN REPLACED CONCRETE SIDEWALK. REMOVE AND REPLACE 1020 1025 EXISTING CURB AND GUTTER, _ 1055 1145 AND CONCRETE SIDEWALK TO 1205 MATCH EXISTING AT EXISTING X -f SC H00p CONCRETE JOINTS SPEED 1635 CONDUIT, SEE TYPICAL TRENCH ' T -� SECTION _y REMOVE AND REPLACE EXISTING CONCRETE TRAFFIC CURB 1030 1210 CONNECT TO EXISTING ~ JUNCTION BOX LAKESIDE BLVD E ` NOTES: 1 . LAKESIDE BLVD E IS CLASSIFIED AS A RESIDENTIAL COLLECTOR ARTERIAL. THE ANTICIPATED ROAD CROSS-SECTION IS AS SHOWN ON CITY OF KENT STANDARD PLAN 6-5, BUT FIELD INVESTIGATION MAY DISCOVER DIFFERENT PAVEMENT AND BASE COURSE DEPTHS. SEE SHEET 30 FOR TYPICAL CONDUIT TRENCH AND SURFACE RESTORATION SECTION. 2. SEE CITY OF KENT STANDARD PLANS 6-33, 6-34 AND 6-35 FOR CONCRETE CURB AND GUTTER, AND CONCRETE SIDEWALK DETAILS. 3. SEE WSDOT STANDARD PLAN F10.12-04 FOR CONCRETE TRAFFIC CURB. City of Kent SHEET Public Works Department SCHOOL ZONE FLASHING SAFE ROUTES TO SCHOOL 28 OF 30 KENT Engineering Division BEACON 14 STREET VIEW SCHOOL ZONE FLASHERS F,�E No Ses w�a» .......... G.ADesign\23-3009 School Zone Flahssrs\dwgASRTS Maps_Zone.dwg 4\10\2024 4.06 7 EXISTING JUNCTION BOX 1830 1025 1205 180511 QED LANDSCAPE REPLACED CURB RESTORED -R STRIP AND GUTTER LANDSCAPE MEDIAN — SCHOOL ZONE 1630 FLASHING BEACON 1030 1210 REPLACED TRAFFIC CURB JUNCTION BOX 1650 1667 1010 1050 1020 1055 1145 1100 REPLACED RESTORED SIDEWALK PANEL ASPHALT i I //\//\/ /, 0000000000 000000 00 0 0 01:t5o. le jV��A 1635 2' MIN BURY DEPTH, TYP ALL 1640 CONDUITS. #10 RHH/RHW 1670 USE2 WIRE WITH #10 GROUND. PIPE TRENCH 1060 TRENCH WIDTH PER KENT STANDARD PLAN 3-22 6"-10" HMA / DO�OQODOQ O 1080 / �OO�O�O PER CITY OF � CRUSHED SURFACING KENT /STANDARD Q0o0o00000 TOP COURSE / \ FOR TRENCH PLANS 6-64 BACKFILL AND 6-66. HMA CLASS 1 /2" PG58V-22 FOR 000o ODODO �� PERMANENT PAVEMENT �� �ODODODODO PATCH O� 1100 �O�O�O�O�O � Oo0 000 � ELECTRICAL OHO 1635 POWER ��� �� CRUSHED CONDUIT 0 0 O O SURFACING WHERE SHOWN TOP COURSE ON PLAN FOR PIPE ZONE BEDDING NATIVE SUBGRADE, TYP City of Kent s ':ET Public Works Department TYPICAL CONDUIT SAFE ROUTES TO SCHOOL so OF ao KENT Engineering Division TRENCH SECTION SCHOOL ZONE FLASHERS F,�E No am Mqw-7a» G`\Design\23-3009 School Zone Flah—e \dwg\SRTS Maps—Z-e.dwg 4/10/2024 4:06 PM KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. STREET 6-5 Residential Collector Arterial Street* 6-17 Street Median 6-33 Cement Concrete Curbs 6-34 Curb and Sidewalk Joint Example 6-35 Expansion and Contraction/Control Joints 6-64 Flexible Pavement Patching Transverse Cut 6-69 Pavement Restoration for Window Cuts or Pot Holing 6-70a Mailbox Installation Type 1 Sheet 1 of 3 6-74 Typical Lane Markings 6-82a Sign Post Installation Type A 6-82c Sign Post Installation For Signs Greater Than 36" Sheet 1 pf 2 6-82d Sign Post Installation For Signs Greater Than 36" Sheet 2 of 2 6-93 Junction Boxes 6-99 Induction Loop Installation Notes Safe Routes to School — School Zone Flashers/Wadsworth A-2 April 17, 2024 Project Number: 23-3009 62' w 1 z 36' z la a 1 10' 13' 18' 18' 13' 1 10' 1 SEE NOTE 7 1 SEE NOTE 7 � 0.5' �2.5' 1.5% 2% 2% 5'WIDE P.C.C.SIDEWALK 0.25'HMA PER KDCS 6.16 SEE KENT STD. PLAN 6-35 5'WIDE 4" DIAMETER SCHEDULE WEARING COURSE(MIN.) 80 CONDUIT WITH TRACER STREET TREES AND PLANTER STRIP WIRE AND PULL ROPE TACK COAT WITH 0.5'TOPSOIL OR TREE WELL. 0.25'HMA PER KDCS 6.16 LANDSCAPING PER KENT CITY CODE CURB&GUTTER(TYP.) LEVELING COURSE(MIN.) 15.07.050 REQUIRED IF PLANTER STRIP. SEE KENT STD. PLAN 6-33 BASE CAN BE COMBINATION OF EXCAVATE UNSUITABLE SOIL WHEN EXISTING CRUSHED SURFACING TOP AND OR BASE SUBGRADE CONDITIONS REQUIRE.SEE WSDOT COURSE MIN.THICKNESS OF 0.67' STD.SPEC. 2-03.3(14)E OR KDCS 2.4.0(LXWXD VARIES) SUBBASE SHALL BE WSDOT STD.SPEC. 9-03.14(1)GRAVEL BORROW WITH PROVIDE GEOTEXTILE FABRIC MEETING THE THICKNESS TO BE DETERMINED BY DESIGN. REQUIREMENTS OF WSDOT STD.SPEC. 9-33.2(1)TABLE 3,NON-WOVEN AS DIRECTED. KDCS = KENT DESIGN AND CONSTRUCTION STANDARDS. NOTES: 1. THE PAVEMENT WIDTH IS MADE UP OF 2 12'-WIDE CURB LANES AND 9. SOIL STABILIZATION FABRIC MAY BE REQUIRED BY THE ENGINEER; 1 12'-WIDE TURN LANE OR TWO-WAY LEFT TURN LANE. PRIOR TO THE PLACEMENT OF GRAVEL BORROW.WHEN REQUIRED THE CONTRACTOR SHALL PLACE A NON-WOVEN GEOTEXTILE FABRIC 2. THE V GUTTER IS INCLUDED IN THE CURB LANE. OVER THE PREPARED SUBGRADE WITH A MINIMUM 2 FOOT OVERLAP. 3. ADDITIONAL WIDTH WILL BE REQUIRED FOR NONMOTORIZED 10.ASPHALT TEMPERATURE SHALL NOT EXCEED 3250 AT THE DISCHARGE FACILITIES IF THE STREET IS ON A DESIGNATED BICYCLE ROUTE. PLANT. INITIAL BREAKDOWN ROLLING AND COMPACTIVE REPORT SEE THE TRANSPORTATION MASTER PLAN AND KENT STD. PLAN 6-31. SHALL OCCUR PRIOR TO THE INTERNAL MAT TEMPERATURE REACHING 2250. FINAL COMPACTION DENSITY SHALL BE REACHED PRIOR TO THE 4. THIS TYPICAL STREET CROSS SECTION DOES NOT PROVIDE FOR INTERNAL MAT TEMPERATURE BEING 1850. ON-STREET PARKING. 11.THE MAXIMUM COMPACTED THICKNESS OF ANY SINGLE ASPHALT LIFT 5. A V LEVEL AREA BEHIND THE SIDEWALK WITH A 1%MIN.AND 2% SHALL MEET THE REQUIREMENTS OF WSDOT STD.SPEC. 5-04.3(9), MAX. SHALL BE PROVIDED.WHEN THE SLOPE BEHIND THE 1'LEVEL WITH WEATHER LIMITATIONS OUTLINED IN 5-04.3(1)CONSIDERED. AREA EXCEEDS 3:1,0.33'OF COMPACTED CRUSHED SURFACING TOP COURSE SHALL BE PROVIDED IN THE V AREA. 12.THE FACE OF ALL CURB AND GUTTER ABUTTING ASPHALT LIFTS SHALL RECEIVE A UNIFORM BRUSH APPLIED TACK COAT,CSS OR 6. DESIGN SIDEWALK CROSS GRADE SHALL BE 1.5%.CONSTRUCTION EQUIVALENT.ALL MEET LINES BETWEEN LIFTS SHALL BE UNIFORM TOLERANCE SHALL BE 1% MIN AND 2%MAX. AND VERTICAL.THE MEET LINES SHALL BE CLEAN AND TACK COATED. WHEN SUCCESSFUL LIFTS ARE PLACED A TACK COAT SHALL BE 7. NEW DEVELOPMENTS SHALL PROVIDE A 10'UTILITY AND STREET UNIFORMLY APPLIED BY A PROPERLY HEATED AND MAINTAINED LIGHT EASEMENT ON BOTH SIDES OF THE RIGHT-OF-WAY. MECHANICAL DISTRIBUTOR. LONGITUDINAL PAVEMENT JOINTS SHALL OVERLAP A MINIMUM OF 2 INCHES,TYPICAL. 8. ALL DEPTHS ARE MINIMUM COMPACTED IN-PLACE DIMENSIONS. �E MANY OF THESE ROADS INCLUDE NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN BUS ROUTES.WHERE BUS ROUTES �T ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER EXIST THE DESIGN AND OR REVIEW �j�FREI AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ENGINEER SHALL CONSIDER THESE pF WAg�I�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONDITIONS AND ALLOW FOR THE ,� CITY OF KENT LARGER BUS TURNING MOVEMENTS f � ��J ENGINEERING DEPARTMENT AND INCREASED ROADWAY SECTIONS OR FOUNDATIONS FOR c • RESIDENTIAL COLLECTOR THE FREQUENT HEAVY LOAD KENT TRAFFIC. 9 W-HINOTON ARTERIAL STREET* 4' L� 'W DESIGNED COK SCALE NONE STANDARD PLAN c/ DRAWN COK '�SIONAL CHECKED COK DATE 9/2020 APPR ED _G ENGINEER J OV STREET LIGHT VARIES 8"REVEAL TO ACCOMMODATE Aid NEW PAVEMENT, FUTURE OVERLAY(TYP.) MATCH EXISTING 2%MIN. PAVEMENT(TYP.) 2%MIN. FLOW -- -- 7 �i rT��/1/���� FLOW REMOVE EXISTING PAVEMENT AND BASE COURSE. SAWCUT THE SUBGRADE SHALL BE TILLED, LOOSENED AND I BLENDED WITH THE NEW IMPORTED TOPSOIL CEMENT CONCRETE PLANTER STRIP: 6"TOPSOIL. TRAFFIC CURB PER WSDOT LANDSCAPE PER KCC 15.07.050 REQUIRED PLAN F10.12(TYP.) TYPICAL RAISED MEDIAN TOP OF LIGHT STANDARD CONCRETE FOUNDATION 2" REVEAL \ \ II I II 2"REVAL 88"REVEAL TO ACCOMMODATE I A FUTURE OVERLAY(TYP.) Z Ll 6" I LONGITUDINAL ELECTRICAL CONDUIT I AT BACK OF CURB, MAINTAINING I MAXIMUM DISTANCE FROM PLANNED LOR FUTURE LARGE ROOT VEGETATION. MEDIAN DETAIL NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �vFREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WA �Ij�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT KENT STREET MEDIAN WASHINGTON 9 DESIGNED COK - SCALE NONE STANDARD PLAN DRAWN COK NAL CHECKED COK DATE 12/2019 APPROVED ENGINEER 6-1 7 12" 6" Lu 91. 1011 5 1 2" g 2 1/2" 511 2 1/2" EPDXY f a ILLADHESIVE 0 FOR FRESH a �`�p e Lu CONCRETE a 0 1„R COMBINED CURB AND GUTTER EXTRUDED CURB FULL DEPTH BOND BREAK MATERIAL: 181, 30 LB ROOFING FELT,6 MIL PLASTIC COMBINED CURB AND GUTTER OR APPROVED EQUAL � OF CURB SEE NOTE 4 10.1 2' 3 1/�", 5'-0"HAND TROWELED I—--� TAPER SECTION 1%MIN. - � Qa 2% v r? 61I 24" P ROLLED CURB a O ° a a SIDEWALK 4 12" MAINTAIN EDGE 2411 OF CONCRETE CURB ROLLED CURB CURB TRANSITION MAINTAIN FLOW LINE WITHOUT VERTICAL 1/2" FOR POSITIVE SLOPE 12 LIP BETWEEN GUTTER AND CURB 1" FOR NEGATIVE SLOPE +SLOPE' 2%MAX. 1.5° MA stops 2 a1Mr• GUTTER SHALL BE 8" Aa THICK AND REINFORCED = ° a a ZD WHEN INSTALLED NEAR tO COMMERCIAL DRIVEWAYS 12" 6" 121I 61I 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 -- + 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 -,,tip OVARIES MATCH THE ADJACENT PAVEMENT SLOPE. j NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �F�E�' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT OF WAg�I� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. PAVEMENT CITY OF KENT EXTRUDED CURB UNDER GUARDRAILS y\Y ��� ENGINEERING DEPARTMENT o CEMENT CONCRETE KENT CURBS W-HINOTON 9 L� 'W DESIGNED COK c7 DRAWN COK SCALE NONE STANDARD PLAN NAL CHECKED COK DATE 9/2020 6-33 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 WARNING SURFACE(TYP.) 'CURES RAMP l° FULL DEPTH BOND BREAK MATERIAL: OR bRIVEWAt j°° ° 30 LB ROOFING FELT,6 MIL PLASTIC p, i OR APPROVED EQUAL. SEE NOTE 6 1°° I °' 1/4"WIDE x 25%SLAB DEPTH (1"MIN.) i° 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 REQUIREMENTS 1/4"WIDE x 25%SLAB DEPTH °, (1" MIN.)CONTRACTION/CONTROL JOINT(TYP.)SEE NOTE 4 3/8" EXPANSION JOINT (TYP.)SEE NOTE 1 LEGEND: A - —�— d 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 ��EY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT DEPTH SHALL BE TOOLED INTO OF WA ) THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CONCRETE FINISH AND SHALL BE MADE IN SIDEWALK AT FIVE FOOT INTERVALS, q�� � ���� CITY OF KENT INTERMEDIATE TO THE EXPANSIONS �� ENGINEERING DEPARTMENT JOINTS. G40 KENT CURB AND SIDEWALK JOINT 5. AS ALTERNATIVE TO EXPANSION JOINTS WASHINGTON EXAMPLE AROUND STRUCTURES,REINFORCING 9 BARS MAY BE EMBEDDED IN CONCRETE LL�� DESIGNED COK DRAWN COK — SCALE NONE STANDARD PLAN c ON FOUR SIDES OF STRUCTURES. NAL CHECKED COK I DATE 12/2019 APPROVED ENGINEER 6-3 4 EXPANSIONBROOMED FINISH JOINT(TYP.) 51 5 150'MAX. PERPENDICULAR SEE DETAIL"A" 4"SHINE TYP. 2"SHINE TO PEDESTRIAN FINISH \ FINISH TRAVEL TYP•) EXPANSION ♦♦ \ ♦♦ JOINT(TYP.) SIDEWALK ♦ \ WIDTH VARIES ♦♦♦♦ \\\\ ♦ ♦ SEE DETAIL"A" PLANTER STRIP CONTRACTION/CONTROL \\ (WHEN REQD) JOINT(TYP.)SEE DETAIL"B" \\ 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" a 4: 4" a 4 o°o 0000 oQo oo°o oo°o °o°o °o° o oo°0 0000 °o° 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 OR APPROVED EQUAL MA y SEE NOTE 6 DRIVEWAY FINISH SIDEWALK 1.5% 4 �- 4"CONCRETE PER WSDOT go°°Oo°O°Oo°Oo°,��'���y��A �• . ° STD. SPECIFICATION 8 14 4" 2�� 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. �T ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER �V AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF 4. FORM AND SUB-GRADE INSPECTION �� FREI pF WAg�I�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. REQUIRED BEFORE POURING CONCRETE. �o CITY OF KENT ENGINEERING DEPARTMENT 5. EXPANSION JOINTS IN SIDEWALKS AND =� CURBS SHALL BE ALIGNED WITH EACH c EXPANSION AND KENT OTHER AND NOT OFFSET. WA.HIN•ro" CONTRACTION/CONTROL JOINTS 9 6. DESIGN SIDEWALK CROSS GRADE SHALL DESIGNED COK BE 1.5%. CONSTRUCTION TOLERANCE �c9 DRAWN coK SCALE NONE STANDARD PUN SHALL BE 1%MIN AND 2%MAX. �IoNAL CHECKED c( DATE 9/2020 6-35 ENGINEER NGINEER NOTES: FACE OF CURB OR 'MIN, 2' 6" MIN EDGE OF PAVEMENT (TYP) MIN. (TYP) 1. ASPHALT CONCRETE MIX SHALL BE HMA PER KDCS 6.16. 2. ALL TRENCH BACKFILL SHALL BE CSTC,WSDOT STD. SPEC.9-03.9(3). Xx 3. ALL SAW CUTS SHALL BE VERTICAL AND IN STRAIGHT LINES AS DIRECTED BY ENGINEER PER WSDOT STD. SPEC. 5-04.3(5). 4. UNIFORMLY TACK ALL ASPHALT VERTICAL AND HORIZONTAL FACES AND SEAL ALL SURFACE SAW CUT JOINTS PER WSDOT STD.SPEC.5-04.3(5)AND 5.04.3(5)A. MECHANICAL APPLICATION OF TACK WHERE POSSIBLE,IF NOT,BROOM APPLY BY HAND TO ACHIEVE A A UNIFORMITY. 5. HOT MIX ASPHALT SHALL BE AT LEAST 6 INCHES THICK ON LOCAL STREETS;8 TO 10 INCHES THICK ON ARTERIALS. 6. PAVING FABRIC(IF FOUND)WILL NOT REQUIRE REPLACEMENT. 7. TEMPORARY TRAFFIC MARKINGS SHALL BE PLACED IN KIND IMMEDIATELY AFTER PAVING AND PERMANENT STRIPING SHALL BE REPLACED WITHIN 21 DAYS OF THE FACE OF CURB OR PAVING OPERATION. EDGE OF PAVEMENT PLAN 8. COMPACTION REPORTS ARE REQUIRED AS OUTLINED IN SEAL SURFACE JOINTS SECTIONS 2.4 AND 2.5 OF THE KDCS AND 2-03.3(14)D WITH AR 4000(TYP) AND E OF THE WSDOT STD.SPEC.ADEQUATE NOTICE 50'MIN 35'MIN FOR SCHEDULING THESE SERVICES SHALL BE GIVEN ARTERIAL ROADS EACH WAY EACH WAY 2"GRIND AND CONSIDERATION IN PERFORMING THE WORK. 2"GRIND AND OVERLAY OVERLAY ALL OTHER ROADS 4'-6"MIN. T-CUT 2"HMA PER KDCS 6.16 MIN. TRENCH SAW CUT V MIN EXISTING ASPHALT CONCRETE SURFACE(TYP) z_ EXISTING ASPHALT /\\� GRIND EDGE OR SAWCUT TO PROVIDE A VERTICAL FACE 6"-10"OF HMA C � SEE NOTE 6 (TYP)SEE NOTES 3 AND 4 PER KDCS 6.16 ROADWAY SEE NOTES 1 AND 5 `// \\; NATIVE SOIL RESTORATION SEE KENT STANDARD PLAN \� CLASSIFICATIONS COMPACTED CSTC PIPE ZONE BEDDING 50 FEET SEE NOTE 2 �/ •:`••:".'•'" �\� 6-2 6-31 6-4,6-7 AND 6-8 MATERIAL AS REQUIRED EACH WAY ' BY UTILITY 35 FEET 6-5,6-6,6-9,6-10,6-11, 2'-6"MI EACH WAY 6-12,6-13,6-14 AND 6-15 N. SECTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER KDCS=KENT DESIGN AND -, F RE�' AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF CONSTRUCTION S�pF �'QS �f KENT.A COPY MAY BE OBTAINED UPON REQUEST. STANDARDS. q�� a��� CITY OF KENT ENGINEERING DEPARTMENT FLEXIBLE PAVEMENT PATCHING ,Wh �� KENT TRANSVERSE CUT 38296 w 0 '� �GI'ST��1�� DESINED COK SCALE COK NONE STANDARD PLAN �SIONAL � CHECKED COK DATE 07/2023 C_e APPROVED eNciN¢" V V TACK SIDES WITH CSS-1, PATCH-TACK COAT FILL HOLE WITH TO 12" EXISTING SURFACES SEAL JOINT CORE DRILL 811 THICK. MATCH EXISTING 2' F WITH AR-4000 EXISTING MAX. PAVEMENT DEPTH OR EQUIVALENT PAVEMENT F//7-'477� EXISTING EXISTING /ASPHALT ASPHALT PAVEMENT PAVEMENT III1 I I=1 I I=1 I I1 I I1 11=1 11=1 I I I1 11=1 I I1 I I1 I I1 11=1 I I1 I I1 I I1 I I1 I I1 I I I I I=1 I 11=1 I I1 11=1 11=1 I I1 I I1 11=1 II° III 6" MIN. (TYP) a ° Co c~n = CONTROLLED DENSITY - u I' FILL OR COMPACTED CONTROLLED DENSITY u I- CRUSHED ROCK FILL OR COMPACTED I II EXISTING UTILITY CRUSHED ROCK j = EXISTING UTILITY OPTION 1-DRILL OPTION 2-SAWCUT 2' SAWCUT, SEE NOTE 1 —— V UTILITY 8"CORE,SEE NOTE 2 NOTES: 1. TO BE USED FOR NO-CUT AND GRIND AND OVERLAY STREET RESTORATION CLASSIFICATIONS. FULL WIDTH RESTORATION WILL BE REQUIRED IF PATCHES FAIL. 2. THE EXISTING PAVEMENT SHALL BE CUT FULL DEPTH WITH AN EIGHT INCH DIAMETER CORE DRILL.THE SUBBASE MATERIAL SHALL BE REMOVED USING A VACUUM EXCAVATOR,KEEPING THE EXCAVATION AS MINIMAL AS POSSIBLE. 3. BACKFILL THE EXCAVATION WITH A SIX INCH CUSHION OF CSTC OVER THE UTILITY THEN FILL THE REMAINING VOID WITH CDF OR COMPACTED CSTC TO THE BOTTOM OF THE EXISTING ASPHALT PAVEMENT. 4. REPAIR THE CORED PAVEMENT SECTION WITH HMA CLASS Y2" PG 64-22 AND SEAL THE JOINT. 5. IF THE OPENING IS LARGER THAN THE 8 INCH CORE,THE PAVEMENT RESTORATION WILL INCLUDE A 2'BY 2'PATCH CENTERED ON THE EXCAVATION. 6. IF THE EXCAVATION IS LARGER THAN 2' BY 2',THE STANDARD GRIND AND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN OVERLAY RESTORATION SHALL BE ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER USED. �FREY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��pF WAghrl�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. 7. PAVEMENT CORES SHALL BE CITY OF KENT STAGGERED BETWEEN LANES WITH �J ENGINEERING DEPARTMENT A 50'MIN. DISTANCE BETWEEN �- CORES AND OUTSIDE WHEEL c KENT PAVEMENT RESTORATION FOR TRACKING PATHS. s W-1-TON WINDOW CUTS OR POT HOLING 8. CORE=POTHOLE=WINDOW. DESIGNED COKof DRAWN COK SCALE NONE STANDARD PLAN NAL CHECKED COK DATE 9/2020 APPROVED C_�9 ENGINEER V VARIES VARIES 6"TO 12" 6"TO 12" EDGE OF TURNOUT FACE OF CURB WOOD OR a < STEEL POST 0.17'MAX. _ (STEEL POST v v STEEL TUBE v v SHOWN) / io CURB �� ANTI-TWIST PLATE ANTI-TWIST PLATE, / � , SEE WSDOT STANDARD /j SEE WSDOT STANDARD PLAN H-70.10 PLAN H-70.10 TYPE 1 (STEEL POST OPTION) TYPE 1 INSTALLED BEHIND CURB VARIES 6"TO 12" VARIES 6"TO 12" EDGE OF TURNOUT BACK OF SIDEWALK z_ x¢ z X WOOD OR 4"x4" MAX. STEEL POST WOOD POST v (STEEL POST I SHOWN) i SIDEWALK "' ANTI-TWIST PLATE, SEE WSDOT STANDARD PLAN H-70.10 TYPE 1 (WOOD POST OPTION) TYPE 1 INSTALLED BEHIND SIDEWALK NOTE: 1. ALL LOCATIONS TO BE COORDINATED NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN WITH AND APPROVED BY THE US ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER POSTAL SERVICE POSTMASTER. ��F�EY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF pF WA ghr KENT.A COPY MAY BE OBTAINED UPON REQUEST. 2. SEE WSDOT STANDARD PLANS H-70.10 AND H-70.20 FOR DETAILS. FAY �p CITY OF KENT rz� ENGINEERING DEPARTMENT 3. SEE KENT CONSTRUCTION c MAILBOX INSTALLATION STANDARDS 6.11.A. KENT TYPE 1 9 4 WAtNINOTON SHEET I OF 3 4. ALL MAILBOX INSTALLATIONS SHALL W DESIGNED COK SCALE NONE STANDARD PUN MEET CURRENT ADA STANDARDS. d DRAWN COK NAL CHECKED COK DATE 9/2020 6-70a ENGINEER APPROVED 30' 10' 1' TRAFFIC DIRECTION O D O D O D O O 4"GAP VARIES (300'MAX.) 2.5' TWO WAY LEFT TURN LANE D o D o D o D o D TRAFFIC DIRECTION TWO WAY LEFT TURN LINES TRAFFIC DIRECTION TRAFFIC DIRECTION 20' 8"WHITE LINE D D TYPE 2W RPM TYPE 2YY RPM a D 4"GAP 4"GAP t 20' 4"YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION DOUBLE YELLOW CENTER LINE WIDE LINE TRAFFIC DIRECTION TRAFFIC DIRECTION 11' 30' 11' 30' IS 1' 1, o �o TYPE 2W RPM D =TYoPE 2Y RPM 4"WHITE LINE 4 YELLOW LINE TRAFFIC DIRECTION TRAFFIC DIRECTION LANE LINE SKIP CENTER LINE 6' 8' D D 0 D13 Ali—TYPE 2W RPM 4"WHITE OR YELLOW LINE 4"GAP 8"WHITE LINE EDGE LINE DOTTED WIDE LINE TRAFFIC DIRECTION 3' 9' 21'(TYP) 18"YELLOW BARRIER 1„ LINE 1„ TYPE 2W RPM�B� BD $�� 8"WHITE LINE DROP LANE LINE 18"-TYPE 2Y RPM'S EQUALLY SPACED TRAFFIC DIRECTION NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER BARRIER LINE ��FREY AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF ��OF Wk, �f KENT.A COPY MAY BE OBTAINED UPON REQUEST. NOTE: aa�� CITY OF KENT ENGINEERING DEPARTMENT 1. SEE SECTION 6.123 FOR PLASTIC MATERIAL SPECIFICATIONS. • /w%1 :7` KENT TYPICAL LANE MARKINGS 2. RAISED PAVEMENT MARKERS(RPM'S) �,p 38296 �� WASHINGTON SHALL BE INSTALLED PER WSDOT I 8TER� �w DESIGNED COK SCALE NONE STANDARD PLAN STANDARD SPECIFICATIONS 8-09, DRAWN COK ��"sIpNAL E CHECKED COK DATE 04/zozz ^1 7 9-02.1(8),9-26.2 AND 9-21. crn eNciN�+ APPROVED ATTACH SIGNS 30"AND UNDER HEAVY DUTY BUCKLE TYPE 201 WITH 2 DRIVE RIVETS AND BLACK INSULATED WASHERS,SEE NOTE 5 ATTACH SIGNS 36"AND OVER WITH CORNER BOLTS AND BLACK FLARED LEG BRACKETS INSULATED WASHER,SEE NOTE 6 SS 0.030 BAND-IT BRACKET SEE NOTES 9 AND 10 OR APPROVED EQUAL 0 SIGN POST SQUARE 2"x 2", 0 14 GAGE.ALL HOLES 0 PRE-PUNCHED 0 0 CORNER BOLT, 3" SEE NOTE 6 0 0 FINISHED GRADE X 0 5/16"X 1" SS 0 BOLTS WITH 0 BLACK 0 INSULATED 0 SET FOUNDATION ON WASHERS 0 UNDISTURBED NATIVE SOIL 0 OR COMPACTED MATERIAL 0 SET ANCHOR PLUMB AND 3" L0000 TRUE,SEE NOTE 3 CONCRETE BASE SHALL BE MOUNTING ON STREET LIGHT POURED IN PLACE AROUND STANDARD OR SIGNAL POLE ANCHOR WHILE PREVENTING G CONCRETE FROM ENTERING 6" I THE ANCHOR 4 M~IN. �I NOTES: 1. METAL POSTS SHALL BE TELESPAR POST STEEL PIPE TYPE,OR 5. DRIVE RIVETS TO BE TL3806 3/8"DIAMETER APPROVED EQUIVALENT. 6. CORNER BOLTS TO BE TL070M.JAMNUTS TL062 AND 3/8" 2. FOR IN-SIDEWALK INSTALLATIONS,CORE AN 8" DIAMETER GALVANIZED WASHER WITH BLACK INSULATED WASHER. HOLE PRIOR TO EXCAVATION. 7. SEE STANDARD PLAN 6-83M AND 6-84M FOR STREET NAME 3. ANCHOR LENGTH SHALL BE 30", LENGTH MAY BE REDUCED TO SIGN DETAILS. 24"OR SIGN POST BASE PLATE INSTALLATION TYPE B(SEE DETAIL 6-82b)MAY BE USED; ONLY IF APPROVED BY THE CITY 8. PRIVATE STREET NAME SIGNS AND PRIVATE SIGN POSTS ARE OF KENT.ANCHOR SHALL HAVE 4 EACH 7/16"DIAMETER MAINTAINED BY THE PROPERTY OWNERS. HOLES ONE EACH SIDE 2"FROM TOP. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 9. ALUMINUM SIGN BLANK THICKNESS; GRADE B,7 GAUGE,2 1/2"x 2 1/2"TELESPAR ANCHOR OR WARNING AND REGULATORY 30"AND UNDER-0.080". APPROVED WARNING AND REGULATORY 36"AND OVER -0.125" EQUIVALENT. 10. SHEETING MATERIAL: 4. POST SHALL BE ROLLED CARBON SHEET STEEL,ASTM A1011 WARNING AND REGULATORY-3M HIGH INTENSITY PRISMATIC GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M120 SCHOOL SIGNS-3M DIAMOND GRADE DG3 YIELD STRENGTH 60,000 PSI MIN. SQUARE POST SHALL HAVE LEGENDS,SYMBOLS AND BORDERS-3M ELECTROCUT FILM 7/16"DIAMETER PRE-PUNCHED HOLES ON 1"CENTERS FULL LENGTH, FOUR SIDES. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL SIGNED BY THE ENGINEER "Al � �� �' AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT THE CITY OF o OF WAS�1�� KENT.A COPY MAY BE OBTAINED UPON REQUEST. ��Q`� CITY OF KENT ENGINEERING DEPARTMENT KENT SIGN POST INSTALLATION 2ss TYPE A DESIGNED COK SCALE NONE STANDARD PLAN V� DRAWN COK NAL CHECKED COK DATE 7/2020 p a APPROVED ENGINEER v 1. FOR TYPE 1 JUNCTION BOX, SEE WSDOT STANDARD PLAN 3-40.10. 2. FOR TYPE 2]UNCTION BOX, SEE WSDOT STANDARD PLAN 3-40.10. 3. FOR TYPE 4 JUNCTION BOX, SEE WSDOT STANDARD PLAN 3-40.20. 4. FOR TYPE 5]UNCTION BOX, SEE WSDOT STANDARD PLAN 3-40.20. 5. FOR TYPE 6 JUNCTION BOX, SEE WSDOT STANDARD PLAN 3-40.20. 6. FOR TYPE 8]UNCTION BOX, SEE WSDOT STANDARD PLAN 3-40.30. NOTE: 1. FOR SECURITY NON-LOCKING JUNCTION BOX LIDS SHALL BE TACK WELDED AT TWO POINTS AFTER FINAL INSPECTION AND ACCEPTANCE. NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT WASh,I�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT �$ ENGINEERING DEPARTMENT • KENT JUNCTION BOXES WASHINGTON 29 DESIGNED_ COK STANDARD PLAN - SCALE NONE DRAWN COK SIGNAL CHECKED COK DATE 2Z2020 6 9 3 APPROVED ENGINEER LOOP STUB-OUT SLEEVE (1/4"TO 1/2"BELOW TOP OF ASPHALT) EDGE OF PAVED SHOULDER(SHOWN)OR EDGE OF EXTRUDED 6" LOOP LEAD SAWCUT CURB OR EDGE OF GUTTER PAN OR EDGE OF TRAFFIC BARRIER MATCH EXISTING 2 5/8" MIN. FULL DEPTH STANDARD JUNCTION BOX ING MATERIAL N 3" MAX. PAV LOOP LEAD WIRES SAWCUT VLOOP LEAD WIRES TWISTED PAIR SAND TWISTED PAIR SPLICE DETECTOR o oLu p 0 �� o EXISTING DO o�0 PAVEMENT LEAD 2C(S) u- a 0� CABLE SOFT 00 T 0 Z > pD a 3/4"ABOVE BOTTOM OF GRAVEL PAD 0 io U- PAVEMENT CONDUIT END 0 o�°Oo o a BELL BUSHING,SEAL o N WITH DUCT SEAL CONDUIT LEAD SCH 80 CONDUIT CONDUIT TO CABINET OR TO LOOP TO JUNCTION C CONTROLLED LLED DENSITY FILL 50'MAXIMUM DISTANCE SEE STUB-OUT CONDUIT PLACEMENT DETAILS INDUCTION LOOP INSTALLATION NOTES: 1. CONDUIT USED FOR STUB-OUTS SHALL BE SCHEDULE 80 PVC 8. SEE STANDARD PLAN 6-98 FOR INDUCTION LOOP DETAILS AND CONDUIT,MINIMUM SIZE 2 INCHES. STANDARD PLAN 6-100 FOR INDUCTION LOOP PLACEMENT. 2. ALL LOOPS SHALL BE WOUND WITH THREE TURNS OF NO. 14 AWG 9. WHEN SAWCUTTING LEAD SLOT IN THE ROADWAY,CONTINUE THE STRANDED COPPER WIRE,CLASS B,WITH CHEMICALLY CROSS SAW CUT APPROXIMATELY ONE INCH BEYOND THE SEAM WITH THE LINKED POLYETHYLENE TYPE USE INSULATION OF CODE CONCRETE GUTTER A DEPTH OF APPROXIMATELY ONE INCH TO THICKNESS. PERMANENTLY MARK THE LOCATION OF THE STUBOUT. IF NO GUTTER IS PRESENT,CONTACT THE ENGINEER FOR AN 3. BACKER ROD WILL NOT BE USED WITH CITY OF KENT LOOP ALTERNATIVE METHOD OF MARKING THE STUBOUT LOCATION. INSTALLATIONS. 10. ALL LOOP LEADS RETURNING TO JUNCTION BOX SHALL BE PLACED 4. LEAD WIRES: FOUR PAIR MAXIMUM PER SAWCUT. A MINIMUM OF 2 FEET AWAY FROM ANY AND ALL METAL CASTINGS OR VALVE BOXES EXCEPT TERMINATING HANDHOLES OR JUNCTION 5. EXTEND SAWCUT SUFFICIENT LENGTH TO PROVIDE FULL SAWCUT BOXES. DEPTH AROUND CORNERS. 11. SEE DETAIL 6-98 FOR SPLICE METHOD. EPDXY SPLICE KITS ARE 6. LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT IF NEW NOT ALLOWED. PAVEMENT IS INSTALLED. 7. ALL LOOPS SHALL HAVE IDENTIFYING LABELS ON THEIR LEADS SHOWING LOOP NUMBER AND S(START)OR F(FINISH). NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE �j�F�EY' ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT ��OF WA �Ij�� THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. CITY OF KENT ENGINEERING DEPARTMENT ^�~ s INDUCTION LOOP KENT W.s�,"oro� INSTALLATION NOTES 9 DESIGNED COK — SCALE NONE STANDARD PLAN DRAWN COK AL CHECKED COK DATE 12/2019 APPROVED ^y^y ENGINEER 6-"9 WSDOT STANDARD PLANS The following WSDOT Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. SECTION F — Curbs, Sidewalks and Driveways F-10.12-04 Cement Concrete Curbs SECTION I — Site Preservation and Erosion Control I-40.20-00 Storm Drain Inlet Protection SECTION 7 — Illumination, Signals and ITS J-21.10-04 Type PS, Type 1, RM and FB Signal Standard Foundation Details J-40.10-04 Locking Lid Standard Duty Junction Box Types 1 & 2 Safe Routes to School - School Zone Flashers/Wadsworth A - 3 April 17, 2024 Project Number:23-3009 OF CURB FACE OF CURB 6 1/2" VARIES FROM 6"(IN)TO 0" (IN)-- MAINTAIN 1H : 6V SLOPE VARIES 1"(IN) ON SIDE OF CURB R. 7 MATCH ROADWAY MATCH ROADWAY SLOPE 1/2" (IN) R. _____ SLOPE 1/2"(IN) ROADWAY 1/2"(IN) ROADWAY R. O z 72.0%° R. ILL 0 U)H W- D N FLUSH WITH GUTTER PAN AT CURB 1O RAMP ENTRANCE 1/2"(IN)VERTICAL 6" LIP AT DRIVEWAY ENTRANCE DEPRESSED CURB AND GUTTER SECTION I-TER AT CURB RAMPS AND DRIVEWAY ENTRANCES 61, CEMENT CONCRETE NOTE CURB RAMP, LANDING, 1" (IN) OR DRIVEWAY 1. See Standard Plan F-30.10 for Curb Expansion R ENTRANCE and Contraction Joint spacing. See Standard °-o-- Specification, Sections 8-04 and 9-04 for additional requirements. D P p 3/8" (IN) PREMOLDED JOINT FILLER =MENT CONCRETE PEDESTRIAN CURB AT CURB RAMPS, LANDINGS, AND DRIVEWAY ENTRANCES E� S. F GAP®v wAsHr JRB �' FACE OF CURB 7 1/4" 3" 4" 1 1/2"(IN) R. �® 38777 : 1/2"(IN) R. � �IONAL ROADWAY D . P Michael S Digitally signed by Michael S Fleming D Fleming Date:2020.09.24 07:39:38-07'00' D CEMENT CONCRETE CURBS D y D D " STANDARD PLAN F-10.12-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date:2020.09.24 07:57:43-07'00' STATE DESIGN ENGINEER MOUNTABLE CEMENT Adw Washington State Department of Transportation CONCRETE TRAFFIC CURB MAP O LL } U Q U J } m 5"MAX. DRAINAGE GRATE TRIM GRATE FRAME —.—.—.—.— I I / SEDIMENT AND DEBRIS \ / OVERFLOW BYPASS � o r...••:Y.�•a:r:t� BELOW INLET GRATE DEVICE FILTERED WATER 0 0 D o D D D D D SECTION VIEW NOT TO SCALE 01. REINFORCING STEEL BENDING DIAGRAM 9" 2 - SEE STD.SPEC.9-07.1(2)FOR BENDING DIAM. 1"(IN) DIAM. TAPERED #4 HOLE(TYP.) STEEL SHAFT 1'-7" 1'-7" - ' .Q (SEE NOTE 1) ' 2 1/2"CLR. • ~ ; 135" 0' (TYP.) HOOK Q � 9"(IN) DIAM. BOLT (TYP.) CIRCLE E - -�•....., ,' / ; 2J LECTRICAL #4 #4 3/4"(IN)STEEL 1/g CONDUIT ._ PLATE WITH HOLE= 3/16 POLE BASE+ 1/6"(IN) CENTER ANCHOR BOLT BASE PLATE DETAIL ASSEMBLY IN FOUNDATION CB DIMENSIONS ARE OUT TO OUT SECTION J o Q3 #4 EIGHT REQ'D. - - .,- .` SI CD Lu m ELECTRICAL CONDUIT SIGNAL STANDARD o CENTER ANCHOR BOLT ----- ASSEMBLY IN FOUNDATION OA i SEE DETAILS ABOVE MATCHLINE FOR SECTION SQUARE CONCRETE FOUNDATION , MATCHLINE USE DETAILS ABOVE MATCHLINE FOR -- -- - --- ROUND CONCRETE FOUNDATION M 3/4"(IN) CHAMFER(TYP.) UNPAVED SURFACE PAVED SURFACE i 3/4"(IN)CHAMFER(TYP.) A UNPAVED SURFACE C i vy- 7-1 a M O#4 3 °(TYP.) -- - -= CDZ Q(TYp ELECTRICAL CONDUIT-SEE � I ELECTRICAL CONDUIT-SEE ° . #4 CONTRACT FOR DIAM. u CONTRACT FOR DIAM. ° FIVE REQ'D. + - _ - - ANCHOR BOLT ASSEMBLY- ANCHOR BOLT TEMPLATE- ° TWO REQ'D. PER ASSEMBLY ° ° ° ANCHOR BOLT ASSEMBLY ° 111 o a ANCHOR BOLT TEMPLATE- ANCHOR BOLTS- ° tt TWO REQ'D. PER ASSEMBLY 3/4"(IN)x 30"(IN) FULL THREAD i THREE REQ'D. PER ASSEMBLY LL a ° ANCHOR BOLTS- 3/4"(IN) DIAMETER STEEL o a-----°~~~ 3/4"(IN)x 30"(IN) FULL THREAD- HEAVY HEX NUTS L FOUR REQ'D. PER ASSEMBLY 2 1/2"CLR. (TYP. FOUR REQ'D. PER ANCHOR BOLT a 3/4"(IN) DIAMETER STEEL 2'-0" 2 1/2"CLR. (TYP.) U HEAVY HEX NUTS FLAT WASHERS- FOUR REQ'D. PER ANCHOR BOLT SQUARE FOUR REQ'D. PER ANCHOR BOLT 2'-0" FLAT WASHERS ROUND N FOUR REQ'D. PER ANCHOR BOLT ELEVATION ELEVATION ROUND CONCRETE FOUNDATION DETAIL FIXED BASE SQUARE CONCRETE FOUNI SLIP PLATE- V(IN) DIAM. HOLE(TYP.) 7/8"(IN) DIAM. HOLE(TYP.) 35° ASTM A572 GR. 50 (TYp OR ASTM A588 r 1'-3" DIAM. ` ! BOLT CIRCLE i 1 i HOLE DIAM. _ ^ �Q. 1'-3" DIAM. POLE BASE+ ! BOLT CIRCLE ^ •` 1/16"(IN)cl i /-- N 6"(IN) DIAM. `` ! �� 7"(IN) DIAM. HOLE \ ! �" 6"(IN) DIAM. HOLE HOLE - ! / BASE PLATE- / ANCHOR PLATE- /• ! KEEPER PLATE ASTM A36 6" 1 6" ASTM A572 GR. 50 6" 8 1/2" f 6" 811 5/8"(IN) R. (TYP.) 1 OR ASTM A588 9" 8 (28 GAGE SHEET METAL) FOR DIMENSIONS NO PLACE BETWEEN POLE BASE PLATE AND SEE SLIP AND ANCHOR Pl. FOR DIMENSIONS NOT SHOWN, SLIP PLATE ON TOP OF MIDDLE WASHERS- SEE BASE PLATE DETAIL SEE STANDARD PLAN J-28.42 BASE PLATE I SLIP AND ANCHOR PLATES DETAIL KEEPER PLATE DETAIL Q3 #4 TOWARD ROADWAY EIGHT REQ'D. 7/8"(IN) DIAM. HOLE W/SMOOTH TOWARD ROADWAY w CHAMFERED EDGES � o CENTER ANCHOR BOLT • �I2' � ASSEMBLY IN FOUNDATION CENTER ANCHOR BOLT '+v 2 Z s ° : ASSEMBLY IN FOUNDATIONLu • LL ELECTRICAL CONDUIT _ Ir ELECTRICAL CONDUIT I• Y ` 1/2"(IN)THICK x 2"(IN) o Q WIDE x 2 3/4"(IN) LONG#4 STEEL BAR SEE DETAILS ABOVE MATCHLINE - SECTION OD PLATE WASHER DETAIL FIXED BASE SQUARE CONCRETE FOUNDATION, SHEET 1 - - - - SEE DETAILS ABOVE MATCHLINE E SEC' 1 MATCHLINE FIXED BASE SQUARE CONCRETE - FOUNDATION, SHEET 1 -- i 3/4"(IN) CHAMFER O#4 UNPAVED SURFACE 21 FIVE REQ'D. 3/4"(IN) CHAMFER(TYP.) F PREMOULDED JOINT FILLER UNPAVED SURFACE O Z i N Q #4 EIGHT REQ'D. a +a Q#4 EIGHT REQ'D ELECTRICAL CONDUIT- ELECTRICAL CONDUIT_ -- -- SEE CONTRACT FOR DIAM. 1 a 1, {< SEE CONTRACT FOR DIAM. a ANCHOR BOLT ASSEMBLY 1a. ANCHOR BOLT ASSEMBLY STRAP TEMPLATE- < �a' STRAP TEMPLATE- THREE 1/4"(IN) STEEL BARS <I I a - Ia �< CD a THREE 1/4"(IN) STEEL BARS TWO REQ'D. PER ASSEMBLY l I Zt TWO REQ'D. PER ASSEMBLY 3/4"(IN)x 30"(IN) FULL r ' ' - 1 ' -I 3/4"(IN)x 30"(IN) FULL THREAD ANCHOR BOLTS- THREAD ANCHOR BOLTS- THREE REQ'D. PER ASSEMBLY THREE REQ'D. PER ASSEMBLY 3/4"(IN) DIAMETER STEEL 2 1/2"CLR. (TYP.) a 3/4"(IN) DIAMETER STEEL HEAVY HEX NUTS- U HEAVY HEX NUTS FOUR REQ'D. PER ANCHOR BOLT 2'-0" iv FOUR REQ'D. PER ANCHOR BOLT FLAT WASHERS- ROUND a FLAT WASHERS FOUR REQ'D. PER ANCHOR BOLT ELEVATION FOUR REQ'D. PER ANCHOR BOLT El ROUND CONCRETE FOUNDATION DETAIL SLIP BASE SQUARE CONCRE TAPER DIVIDER ENDS TO MATCH INSIDE JUNCTION BOX C TAPER OF BOX BOX INTERIOR LENGTH-1/16" 0 O 5/16"(IN)x 1"(IN)S.S. ENP•) 1/4 o he 5/16"(IN)x 1 1/2"(IN)S.S. ITEM U COUPLING NUT(TYP.) SET SCREW(TYP.) U) 10 GAGE A OUTSIDE LENGTH OF JUN J GALVANIZED m DIVIDER PLATE STEEL B OUTSIDE WIDTH OF JUNC 3 ELEVATION VIEW SIDE VIEW C INSIDE LENGTH OF JUNC' (FOR TYPE 2 JUNCTION BOX ONLY) D INSIDE WIDTH OF JUNCTI A E LID LENGTH F LID WIDTH LID SUPPORT(TYP.) C(SEE NOTE 3) CAPACITY-CONDUIT DI/ E 3/16"(TYP.) GROUND STUD (TYP) DIAMOND PATTERN 3/8"(IN)STEEL CO) (SEE NOTE 4) 3/16 1 1/2 (SEE NOTE 2) LIP PLATE(T COUPLING NUT -� I----- --------a-----� --- LID SUPPORT(l FOR ALTERNATIVE 2- WELDED WIRE SEE SHEET 2 -- -i---- -----L=J------------ ----, TYP. Z O O O FABRIC(TYP.) E LID LID LIFTING NOTCH- rtrt I ;n HOOK 1/4"(IN)x 3/4"(IN) 4 I (TYP.) - SEE NOTE 7 A r — LL c m HEADED ANCHOR SHEAR I I C I STUD-3/8"(IN)x 3"(IN)10 COUNT STUDS EVENLY SPACED AROUND FRAME a (PLACE TO SIDE OF LID I I BOLT DOWN SUPPORT A- ---------- - -------------- r--- NGLE WHEN USING LOCK- ING DETAIL ALTERNATIVE HEADED ANCHOR 2)(SEE NJBOLT SHEAR STUD(TYP.) 1 3/8"(IN)DIAM.HOB D (SEE NOTE 11) 1/2-13 x 1 1/2 STA WELDED WIRE HOOP(TYP.) STEEL PENTA HEA1 1/4"GAP(TYP.) 4� (SEE NOTE P.) FOR HOOK RELEASE (TYp.)BOLT PLATE-SLOCKING LID STANDARD SECTION C(TMPDUTY JUNCTION BOX (CONDUITS NOT SHOWN) PERSPECTIVE VIE% TOP OF SOIL A 3/8"(IN)STEEL SURFACE OR GROUNDING STUD COVER LIP PLATE 0 Equipment Groundi FINISHED 1 1/2"MIN. Conductor GRADE (SEE NOTE 4) TOP OF PAVED E 3/8"(IN) STEEL 3/16" SURFACE Q Copper Solderless COVER PLATE TOP OF BASE Crimp Connector ,\2iLID HOOK COURSE O Equipment Bonding Jumper(See Note E w w Q See Contract for co U) °z size and number o w = w k p N 2 1 MIN. COVER MARKING DE' 0 m f 3„ 2" w U 1"(TYP.) 1" w 3 (SEE NOTE 6) MAX. a d•. MIN. m w o: z z CRUSHED SURFACING(BASE I T S M L COURSE OR TOP COURSE) -PER z O 1/2"(�.p) w STANDARD SPECIFICATION 9-03.9(3) fO 0- N = N H ~ 0000001/4"CLE 4 PVC 4O GRS CONDUIT pQd I T S ALL AR( CON1 DUIT 1 O p Q o a 00000 --------------- SECTION ---------- SEE NOTE 7 AO 1/2-13 x 1 1/2 S.S.PENTA HEAD LID LIFTING NOTCH-1/4"(IN)x 3/4"(IN) BOLT AND 1/2"(IN)S.S.FLAT WASHER 3/16" 1 3/8"(IN)DIAM.HOLE 3/8"(IN) STEEL COVER PLATE- 3/8"(IN)STEEL 3/8"(IN)STEEL SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE COVER PLATE p BOLT PLATE CHANNEL- SEE DETAIL _ (TYP) v - 3/16 (TYP.) 3/16 3l16 11/2 1/8 4 3/16 1 (TYP } m 2"(IN)x 1/4"(IN)-3 GAGE LID SUPPORT- o' LID HOOK-1" STEEL SPACER L SHAPE SHOWN 3l16 1"(IN)x 3/16"(I (SEE NOTE 3) '• d (TYP.) 3/16 0 LID SUPPORT- HEX COUPLING NUT WWF-WELDED -------.____ L SHAPE SHOWN LID BOLT DOWN TO LIP PLATE o (SEE NOTE 3) 1 5/8"(IN)SLOTTED S.S. ATTACHMENT TAB- 4 CHANNEL WITH S.S. SEE DETAIL WELDED WIRE ' CHANNEL NUT AND SPRING HOOP(TYP.) DETAIL OF W2.9(6 GAGE) ALTERNATIVE 1 SHOWN (SEE NOTE 10) SECTION OC PERSPECTIVE VIEW LID SUPPORT- 1/4"LID LIFTING NOTCH L SHAPE SHOWN (SEE NOTE 3) 3/16" ;HEAD 1/2-13 x 1 1/2 3/8"(IN)STEEL /2-13 x 1 1/2 S.S.PENTA BOLT AND 1/2" COVER LIP PLATE BOLT AND 1/2"(IN) .S.FLAT WASHER 1 3/8"(IN)DIAM.HOLE LID LIFTING I BOLT PLATE CHANNEL- SEE DETAIL 3/8"(IN) o BOLT PLATE CHANNEL- - SHOWN 1/8 SEE DETAIL - 3/16 1 1/2 WWF-TIED IN 2 a 3 (SEE NOTE 6) (TYP') 3/16 PLACES TO HEADED LI ANCHOR SHEAR STUD a d m SI WWF 4x4-W2.9xW2.9 - EX (TYP.)(6 GAGE) 4 1 BOLT DOWN y SU (SEE NOTE 10) ATTACHMENT TAB- AL' 3/8"(IN)x 3"(IN) HEX COUPLING NUTS.S.5/16-NC x 7/8"(IN)WITH SEE DETAIL 3 1/2" AN HEADED ANCHOR S.S.5/16-NC x 3/4"(IN)BOLT&THREE LI[ SHEAR STUD- EACH S.S.5/16"(IN)FLAT WASHERS AN WELDED TO 1!� LIP PLATE LID BOLT DOWN SUPPORT ANGLE 1 1/2"(IN)x 3"(IN)x 1/4"(IN)ANGLE DETAIL F ALTERNATIVE 2 SHOWN DETAIL E PERSPECTIVE VIEW ALTERNATIVE 2 SHOWN 1/2-13 x 1 1/2 S.S.PENTA HEAD BOLT AND 1/2"(IN)S.S. 3/16" FLAT WASHER 1 1/8"(IN)x 2"(IN) 1/2-13 x 1 1/2 S.S.PENTA 3E (IN)STEEL 1 1/8"(IN)x 2"(IN) VERTICAL SLOT AND 1/2"(IN)S.S.FLAT WA COVER LIP PLATE VERTICAL SLOT (TYP-) 3/8"(IN)STEEL COVI 3/16 PLATE-SHOWN CL AWAY FOR CLARITY oQ = 3/16 (TYP.) 118 _ 1/8"(IN)x 3/4"(IN) 3/16 3/16 1 1/2 STEEL ANGLE LID SUPPC o a L SHAPE S WWF-TIED IN 2 d 3/16 (SEE NOTE PLACES TO HEADED d 1/8"(IN)x 3/4"(IN) ANCHOR SHEAR STUD p ANGLE(TYP.) 1/4"(IN)STEEL PLATE WWF 4x4-W2.9xW2.9 d pQ 1/4"(IN)S.S.PLATE a (TYP.)(6 GAGE) a LID SUPPORT-L SHAPE SHOWN (SEE NOTE 10) (SEE NOTE 3) 1/8"(IN 3/8"(IN)x 3"(IN) A HEADED ANCHOR SHOO WW SHEAR STUD- DETAIL OE DETAIL F WELDED TO ALTERNATIVE 3 SHOWN LIP PLATE ALTERNATIVE 3 SHOWN PERSPECTIVE VIEW TRAFFIC CONTROL PLANS Safe Routes to School — School Zone Flashers/Wadsworth A - 4 April 17, 2024 Project Number:23-3009 TABLE(1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) CHANN ACING f G ION SP ACIN FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'1 LANE Posted Speed (mph) MPH TAPER WIDTH 50/70 40 RURAL ROADS 45/55 MPH 500'± (feet) 25 30 35 40 45 50 55 60 65 70 35/45 30 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350't 10 105 150 205 270 450 500 550 - - - 25/30 20 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) 11 115 165 225 295 495 550 605 660 - - RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 12 125 180 245 320 540 600 660 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND WORK AR ■ ■ ■ ■ ■ 28" REFL. o 41 SIGN LOG ~ -q— EXISTING <*W Z W �1 LL. SEQUENTI 20-1 c� J a c.� a ROAD WORK AHEAD W20- TYPICAL CITY OF KENT ROW IIIIIIIII 24"x 12" 4 24"x 12" r. ROAD CROSSWALK CLOSED L• CROSSWALK CLOSED �� WORK CROSS HERE L. CROSS HERE AHEAD W20-1 R9-11 L L, R9-11 R r. i NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED. IF ENCROACHMENT IS NECESSARY, LANE SHALL BE CLOSED. TAPER=L (see TCPs in this plan set for optional lane closures) 28"REFL.CONE ` II � II � II I ` TABLE(1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) CHANN ACING f G ION SP ACIN FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'1 LANE Posted Speed (mph) MPH TAPER WIDTH 50/70 40 RURAL ROADS 45/55 MPH 500'± (feet) 25 30 35 40 45 50 55 60 65 70 35/45 30 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± 10 105 150 205 270 450 500 550 - - - 25/30 20 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) 11 115 165 225 295 495 550 605 660 - - RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 12 125 180 245 320 540 600 660 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND kW20-1 WORKAR ■ ■ ■ ■ ■ 28" REFL. /-I SIGN LOG 0 *W20-7Ab SEQUENTI.4— EXISTING LU ly 0 SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) a +W20-7-20-7aa UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. t BEPREPAREDTO20-7a STOP W20- TYPICAL C:OFT ROW ��������� O POLICE A. A. 18"x 24" KEEP 24"x 12" 1.. ..1 24"x 12" BE • CROSSWALK CLOSED RIGHT ROAD CROSSWALK CLOSED PREPARED WORK TO CROS! S HERE CROSE R4-7 AHEAD STOP R9-11 L R9-11 R W20-1 W20-7b W20-7a ■ I ■ I ■ NO ENCROACHMENT ON THIS TRAVELED LANE IS ; ■ M� PERMITTED. IF ENCROACHMENT IS NECESSARY, �h ■� LANE SHALL BE CLOSED. ■ W20-7a (see TCPs in this plan set for optional lane closures) ' ■ TAPER=L I ■ I I ■ . I 28"REFL.CONE L ON FLAGGING OPERATIONS,THIS SIGN SERIES SHALL I I I ■ I BE DISPLAYED FOR SPEED LIMITS 45 MPH OR ABOVE /IAIAP- AGE I.E\ _ _ TABLE(1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) CHANN ACING f G ION SP ACIN FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'1 LANE Posted Speed (mph) MPH TAPER WIDTH 50/70 40 RURAL ROADS 45/55 MPH 500'± (feet) 25 30 35 40 45 50 55 60 65 70 35/45 30 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± 10 105 150 205 270 450 500 550 - - - 25/30 20 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) 11 115 165 225 295 495 550 605 660 - - RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 12 125 180 245 320 540 600 660 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND kW20-1 WORKAR ■ ■ ■ ■ ■ 28" REFL. /-I SIGN LOG 0 gE �- EXISTING PREPARED Z TO Lu STOP W20-7b ly O SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) a +TW20-7—a UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. • BE PREPARED TO W20-7a STOP W20- TYPICAL C:OFNT ROW IIIIIIIII toWIRA� ll 11 24"x 12" 41 ��xgE CROSSWALK CLOSED A.fiROAD WORK PRETAOREDCROS! S HERE .41 AHEAD W20-1 STOP W20-7b W20-7a R9-11 L ?I R9-11 R �1 1 1 1 1 1 1 1 SHALL MAINTAIN 11' 1 1 MIN LANE WIDTH 1 � 28"REFL.CONE +i • r W2-401 ON FLAGGING OPERATIONS,THIS SIGN SERIES SHALL BE DISPLAYED FOR SPEED LIMITS 45 MPH OR ABOVE /IAIAP- AGE I.E\ _ _ TABLE(1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) CHANN ACING f G ION SP ACIN FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'1 LANE Posted Speed (mph) MPH TAPER WIDTH 50/70 40 RURAL ROADS 45/55 MPH 500'± (feet) 25 30 35 40 45 50 55 60 65 70 35/45 30 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± 10 105 150 205 270 450 500 550 - - - 25/30 20 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) 11 115 165 225 295 495 550 605 660 - - RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 12 125 180 245 320 540 600 660 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND ROAD WORK I I I WORK AR AHEAD ■ ■ ■ ■ ■ 28" REFL. /-I SIGN LOG 0 *W20-7b I I �— EXISTING Z Lu I I SEQUENTI LL O SIGNAL SHALL FLASH RED-ALL DIRECTIONS. 4 UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) +W20-7a UPO SHALL CONTROL ALL TRAFFIC >- MOVEMENTS WITHIN INTERSECTION. BE PREPARED TO y I t 20-7a STOP W20- TYPICAL CITY:OFENT ROW 11111111111� a O POLICE IIIIIII .1:1: 24"x 12" r. . 24"x 12" .T. ROAD BE CROSSWALK CLOSED ,..... CROSSWALK CLOSED WORK PREPARED CROS~E I i;.l.: CROSS HERE AHEAD W20-1 STOP W20-7b W20-7a R9-11 L R9-11 R W1-4 TAPER=L 28"REFL.CONE , kX I I -N TANGENT=2L W4-2L f ON FLAGGING OPERATIONS,THIS SIGN SERIES SHALL BE DISPLAYED FOR SPEED LIMITS 45 MPH OR ABOVE TAPER=L /IAIAP 111E AGE 711E\ _ _ TABLE(1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) CHANN ACING f G ION SP ACIN FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'1 LANE Posted Speed (mph) MPH TAPER WIDTH 50170 40 RURAL ROADS 45/55 MPH 500'± (feet) 25 30 35 40 45 50 55 60 65 70 35/45 30 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± 10 105 150 205 270 450 500 550 - - - 25/30 20 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 20Y±(2) 11 115 165 225 295 495 550 605 660 - - RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 12 125 180 245 320 540 600 660 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. tit ROAD WORK AHEAD 1 I W20-1 LEFT LANE I I I I LEGEND CLOSED AHEAD W20-5L I WORK AR t t 28" REFL. *>W4-2R N SIGN LOG EXISTING I � z SEQUENTI I � c SIGNAL SHALL FLASH RED-ALL DIRECTIONS. UPO SHALL COUNTERMAND SIGNAL. +W20-7a (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) c� UPO SHALL CONTROL ALL TRAFFIC MOVEMENTS WITHIN INTERSECTION. TAPER I I i t BE PREPAREDTO20-7a STOP W20- TYPICAL CITY:OFFENT � a O POLICE II�11 II 18"x 24" KEEP 24"x 12" x 12" J� ROAD BE • CROSSWA�SED :. �:.a CROSSWA=K C.SEU RIGHT PREPARED _ i R4-7 WORK TO ■ CROSS HERE .:.' CROSS HERE AHEAD STOP R9-11 L ■ R9-11 R W20-1 W20-7b W20-7a I 28"REFL.CONE h ■ G :I TAPER=L ON FLAGGING OPERATIONS,THIS SIGN SERIES SHALL BE DISPLAYED FOR SPEED LIMITS 45 MPH OR ABOVE /IAIAP 111E AGE 711E\ _ _ TABLE(1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) CHANN ACING f G ION SP ACIN FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'1 LANE Posted Speed (mph) MPH TAPER WIDTH 50/70 40 RURAL ROADS 45/55 MPH 500'± (feet) 25 30 35 40 45 50 55 60 65 70 35/45 30 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± 10 105 150 205 270 450 500 550 - - - 25/30 20 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) 11 115 165 225 295 495 550 605 660 - - RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 12 125 180 245 320 540 600 660 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ADVANCE WARNING SIGNS I tit SPACED @(X)OR AS PER �<*W20-1 SITE CONDITIONS. I I I I REFER TO SIGN SPACING CHART. LEGEND RIGHT LA N E I I I I WORK AR CLOSED AHEAD I I ■ ■ ■ ■ ■ 28" REFL. I I 44 SIGN LOG I I SEQUENTI EXISTING I -N -4—I I o W4-2L � � � LL �1 :I I ■ J ;I I L) ■ d •I I TAPER=L ■ ■I �► I NO ENCROACHMENT ON THIS TI PERMITTED. IF ENCROACHMEN I I LANE SHALL BE CLOSED. (see TCPs in this plan set for opi 28"REFL.CONE � I ROAD WORK 4 AHEAD I W20- TYPICAL CITY OF KENT ROW 181,x 24" KEEP i V-.. 24"x 12" :� L^ 24"x 1 Z ROAD LEFT CROSSWALK CLOSEDWORK • CROSSWALK CLOSED WEAK R4-7 CROSS �i I CROSS HERE W20-1 R9-11 L ? R9-11 R 'a I f I ;I I TABLE(1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) CHANN ACING ION A FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± SPACING f RURAL HIGHWAYS 60/65 MPH 800'± LANE Posted Speed (mph) MPH TAPER WIDTH 50/70 40 RURAL ROADS 45/55 MPH 500'± (feet) 25 30 35 40 45 50 55 60 65 70 35145 30 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± 10 105 150 205 270 450 500 550 - - - 25/30 20 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) 11 115 165 225 295 495 550 605 660 - - RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 12 125 180 245 320 540 600 660 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. �I jl� tltlt LEGEND WORK AR I c ■ ■ ■ ■ 28" REFL. z N SIGN LOG ROAD Y WORK LL EXISTING AHEAD O W20-1 I I I I ~ SEQUENTI 4 � ROAD II II a II II II II I I I I WORK AHEAD 4 I I w2o- TYPICAL CITY OF KENT ROW IIIIIIIIIIIIIII IIIIIIIIIII��1 24"x 12" I I 24k12- ROAD CROSSWALK CLOSEDCROSSWORK CROSS S HERE I I ..I.. CRO AHEAD R9-11 L W20 1 ■ R9-11 R I I CI ■ TAPER=L ■ I I h I �••'• I I I G I I I k X 28"REFL.CONE I I I I I G I TANGENT=2L W4-2L I I I I. TAPER=L ■ 1w—Al ,■ TABLE(1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) CHANN ACING f G ION SP ACIN FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'1 LANE Posted Speed (mph) MPH TAPER WIDTH 50170 40 RURAL ROADS 45 155 MPH 500'± (feet) 25 30 35 40 45 50 55 60 65 70 35/45 30 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± 10 105 150 205 270 450 500 550 - - - 25/30 20 RURAL ROADS & URBAN ARTERIALS 25 130 MPH 20Y±(2) 11 115 165 225 295 495 550 605 660 - - RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 12 125 180 245 320 540 600 660 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ON FLAGGING OPERATIONS <kW20-1 BE DISPLAYED FPEED (WAC 26 I I I I I I WORK 0 ROADNE AHEAD AHEAD W20-4 LEFT W20-1 TWO LANES CLOSED AHEAD W20-501 I I I I I I I I I I I I *>W4-2R I I I I I I LI I I I I I I 0 w 21 TAPER=L I I I /I Si �— E; 0 Si r:. i , TANGENT=2L W4-2R I I I I v XCL Q I I I I H I I I 28"REFL.CONE SIGNAL SHALL FLASH RED-ALL DIRECTIONS. TAPER=L UPO SHALL COUNTERMAND SIGNAL. (REQUIRES OFF-DUTY LAW ENFORCEMENT OFFICER) UPO SHALL CONTROL ALL TRAFFIC *W20-7a MOVEMENTS WITHIN INTERSECTION. r. a BE F I I I t ■ �� ■ I I t 20-7a20-7 TYPICAL CITY O:KENT OW IIIIIIIIII11111 _ O _ a � POLICE Will tIIII 1s"x 24" KEEP 24"x 12" .:E<; ' •:+ 24"x 1Z J1" ROAD BE CROSSWALK CLOSED RIGHT .- CROSSWALK CLOSED WORK PREPARED CROSS HERE ,�� I CROSS HERE R4-7 AHEAD STOP R9-11 L ■ . R9-11 R W20-1 W20-7b W20-7a c I I ■ TAPER=L NO ENCROACHMENT ON THIS TRAVELED LANE IS I■J I I /1 TABLE(1) SIGN SPACING = X MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) CHANN ACING f G ION SP ACIN FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'1 LANE Posted Speed (mph) MPH TAPER WIDTH 50/70 40 RURAL ROADS 45/55 MPH 500'± (feet) 25 30 35 40 45 50 55 60 65 70 35/45 30 RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± 10 105 150 205 270 450 500 550 - - - 25/30 20 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) 11 115 165 225 295 495 550 605 660 - - RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 12 125 180 245 320 540 600 660 720 780 840 (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ADVANCE WARNING SIGNS ROAD �I�I�I �Itlt SPACED @(X)OR AS PER WORK SITE CONDITIONS. AHEAD I I I I REFER TO SIGN SPACING CHART. W20-1 I I I I I LEGEND WORK AREA *W20-5R 28" REFL. CON ♦{ SIGN LOCATIOI EXISTING TRAF *W4-2L I I I I I I w SEQUENTIAL A I I I I II uj Y • II II II � 0 II II II II a I I I I TAPER=L I I y II II 28"REFL.CONEROAD I I I I II II I I I I t 4 20-1 TYPICAL CITY OF KENT ROW a � 18"x 24" milli 11111111 KEEP i � CR24"x 12" ':.� I 24"x 12" ROAD LEFT OSSWALKCLOSED ,1WORK CROSSWALK CLOSED WEAK R4-7 CROSS I I I CROSS HERE W20-1 R9-11 L R9-11 R II NO ENCROACHMENT ON THIS TRAVEL PERMITTED. IF ENCROACHMENT IS I I I I LANE SHALL BE CLOSED. '---ram.,_:_.�:__•----•�---_•:___• BUFFER DATA SIGN SPACING = X ONE LANE,TWO-W, FREEWAYS & EXPRESSWAYS 55 170 MPH 1500'± LONGITUDINAL BUFFER SPACE = B RURAL HIGHWAYS 60/65 MPH 800'± TAPER TYPE SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'± UPSTREAM TAPER RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± DOWNSTREAM TAPER LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) TRANSPORTABLE ATTENUATOR JLOLL AHEAD DISTANCE = R RESIDENTAL& BUSINESS DISTRICTS TABLE(1) HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT URBAN STREETS 25 MPH OR LESS 100'±(2) CHANNELIZATION 9,900 TO 22,000 lbs. > 22,000 lbs. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SPACING (FEI < 45 MPH 45-55 MPH > 55 45 MPH 45-55 PH > 55 MPH RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. MPH TAPER (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 100, 123' 172' 74' 100' 150, ROADWAY CONDITIONS. 50/65 10 TO 20 35/45 10 TO 20 25/30 10 TO 20 THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING YES NO INITIAL WORK OPT AREA SPACE 50'-100' DISTANCE I� 6 DEVICE MIN, VARIES R pp r lose � k — — — — — — — — — — — — — — — — — -- - - - S ROAD BE ;W20-1 ONE LANE BE ROAD TO AHEAD STOP W20-4 W20-7b W20-7a 28" REFL. CONE. t OFFSET CONES TO MAINTAIN 11' MIN. ADVANCE WARNING SIGNS OPTIONAL IF TRAVEL LANE WIDTH SPACED @(X)OR AS SPACE 40 MPH OR LESS ALLOWS. REFER TO SIGN SPACING CHART. 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. DURING HOURS OF DARKNESS, FLAGGEF 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ILLUMINATED WITHOUT CAUSING GLARE TO DATES (OPTIONAL). USING PORTABLE LIGHT TOWER OR APPI 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAC 296-155-305 SECTIO CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) ONE-LANE, TWO-WAY TRA for spacing distances). WITH FLAGGEI 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE BUFFER DATA W20-1 ROAD w LONGITUDINAL BUFFER SPACE = B WORK AHEAD V SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 LOOSE W GRAVEL A TRANSPORTABLE ATTENUATOR JLOLL AHEAD DISTANCE = R f J NOT TO SCALE HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. > 22,000 lbs. < 45 MPH 45-55 MPH > 55 45 MPH 45-55 MPH > 55 MPH W20-1 100' 123 172 74' 100' 50' ROAD WORK SIGN SPACING = X AHEAD FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'1 RURAL HIGHWAYS 60 165 MPH BOO'± w RURAL ROADS 45155 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± 8-7 RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200'±(2) RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) 1 (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(1) CHANNELIZATION DEVICE ONE LANE,TWO—WAY TRAFFIC TAPER SPECS SPACING (FEET) MPH TAPER TANGENT TAPER TYPE LENGTH(feet) #OF DEVICES 50/65 10 TO 20 80 UPSTREAM TAPER 50' TO 100' 6 DEVICE MIN. 35/45 10 TO 20 60 WORK OPT 25/30 10 TO 20 40 DOWNSTREAM TAPER 50' TO 100' 6 DEVICE MIN. AREA SPACE 50'-100' DISTANCE I� 6 DEVICE MIN. VARIES R Al- A - A — — — — — — — — — — — S ROAD WORK ONE LANE B E in ROAD AHEAD AHEAD W20-1 W20-4 W20-7a 28" REFL. CONE. OFFSET CONES TO MAINTAIN 11'MIN. ADVANCE WARNING SIGNS OPTIONAL IF TRAVEL LANE WIDTH SPACED @(X)OR AS SPACE 40 MPH OR LESS ALLOWS. REFER TO SIGN SPACING CHART. 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. DURING HOURS OF DARKNESS, FLAGGEF 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ILLUMINATED WITHOUT CAUSING GLARE TO DATES (OPTIONAL). USING PORTABLE LIGHT TOWER OR APPI 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAC 296-155-305 SECTIO CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. 5. ALL SIGNS MIN.48"x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE(1) ONE-LANE, TWO-WAY TRA for spacing distances). WITH FLAGGEI 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE BUFFER DATA SIGN SPACING = X ONE LANE,TWO—W, FREEWAYS & EXPRESSWAYS 55 170 MPH 1500'± LONGITUDINAL BUFFER SPACE = B RURAL HIGHWAYS 60/65 MPH 800'± TAPER TYPE SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'± UPSTREAM TAPER RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± DOWNSTREAM TAPER LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) TRANSPORTABLE ATTENUATOR JLOLL AHEAD DISTANCE = R RESIDENTAL& BUSINESS DISTRICTS TABLE(1) HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT URBAN STREETS 25 MPH OR LESS 100'±(2) CHANNELIZATION 9,900 TO 22,000 lbs. > 22,000 lbs. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SPACING (FEI < 45 MPH 45-55 MPH > 55 45 MPH 45-55 PH > 55 MPH RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. MPH TAPER (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 100, 123' 172' 74' 100' 150, ROADWAY CONDITIONS. 50/65 10 TO 20 35/45 10 TO 20 25/30 10 TO 20 THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING YES NO INITIAL WORK OPT AREA SPACE 50'-100' DISTANCE I� 6 DEVICE MIN, VARIES R ♦ ♦ ♦ pp •• — — — — — — — — — — — — — — — — — .. e� ;W20-7b WORK *W20-4 AHEADW20-1 W20-7a <—> 28" REFL. CONE. T T OFFSET CONES TO MAINTAIN 11' MIN. ADVANCE WARNING SIGNS OPTIONAL IF TRAVEL LANE WIDTH SPACED @(X)OR AS SPACE 40 MPH OR LESS ALLOWS. REFER TO SIGN SPACING CHART. 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. DURING HOURS OF DARKNESS, FLAGGEF 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND ILLUMINATED WITHOUT CAUSING GLARE TO DATES (OPTIONAL). USING PORTABLE LIGHT TOWER OR APPI 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD WAC 296-155-305 SECTIO CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) ONE-LANE, TWO-WAY TRA for spacing distances). WITH FLAGGEI 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE BUFFER DATA SIGN SPACING = X TABLE(1) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± CHANNELIZATION LONGITUDINAL BUFFER SPACE = B feE RURAL HIGHWAYS 60/65 MPH a00' SPACING ± MPH TAPER SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'± 50170 40 RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± 35/�5 30 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) 25/30 20 TRANSPORTABLE ATTENUATOR JLOLL AHEAD DISTANCE = R RESIDENTAL& BUSINESS DISTRICTS HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT URBAN STREETS 25 MPH OR LESS 100'±(2) 9,900 TO 22,000 lbs. > 22,000 lbs. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE < 45 MPH 45-55 MPH > 55 ft 45 MPH 45-55 MPH > 55 MPH RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 100' 123' 172' 74' 100' 150' ROADWAY CONDITIONS. THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING YES NO INITIAL DOWNSTREAM WORK AREA TAPER DISTANCE VARIES — — — — — — — — — — — — — — — — — — — — — — — — — — 28" REFL. CONE ^' NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTE[ 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. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. 5. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE (1) for spacing distances). TYPICAL RIGHT LANE 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE BUFFER DATA SIGN SPACING = X TABLE(1) FREEWAYS & EXPRESSWAYS 55 170 MPH 15001± CHANN LONGITUDINAL BUFFER SPACE = B SPACING ION feE RURAL HIGHWAYS 60/65 MPH 800'± MPH TAPER SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'± 50170 40 RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± 35//5 30 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) 25/30 20 TRANSPORTABLE ATTENUATOR JLOLL AHEAD DISTANCE = R RESIDENTAL& BUSINESS DISTRICTS HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT URBAN STREETS 25 MPH OR LESS 100'±(2) 9,900 TO 22,000 lbs. > 22,000 lbs. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE < 45 MPH 45-55 MPH > 55 IV45 MPH 4555 MPH > 55 MPH RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 100' 123' 172' 74' 100' 150' ROADWAY CONDITIONS. NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTED DOWNSTREAM WORK I TAPER DISTANCE CONE TAPER= L L 40 BNo ~1110- ;W20-1 LEFT LANE CLOSED AHEAD INNOPTIONAL IF W20-5L W4-2R SPACE IS LIMITED NO ENCROACHMENT ON THI TRAVELED LANE IS PERMITT GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. 5. ALL SIGNS MIN.48"x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE(1) for spacing distances). TYPICAL LEFT LANE 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE BUFFER DATA SIGN SPACING = X ONE LANE,TWO—W, FREEWAYS & EXPRESSWAYS 55 170 MPH 1500'± LONGITUDINAL BUFFER SPACE = B RURAL HIGHWAYS 60/65 MPH 800'± TAPER TYPE SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'± UPSTREAM TAPER RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± DOWNSTREAM TAPER LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) TRANSPORTABLE ATTENUATOR JLOLL AHEAD DISTANCE = R RESIDENTAL& BUSINESS DISTRICTS TABLE(1) HOST VEHICLE WEIGHT tlqQk HOST VEHICLE WEIGHT URBAN STREETS 25 MPH OR LESS 100'±(2) CHANNELIZATION 9,900 TO 22,000 lbs. > 22,000 lbs. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SPACING (FEI < 45 MPH 45-55 MPH > 55 45 MPH 4555 MPH > 55 MPH RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. MPH TAPER (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 100, 123' 172' 74' 100' 150' ROADWAY CONDITIONS. 50/65 10 TO 20 35/45 10 TO 20 25/30 10 TO 20 THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING <*W20-1 SAME SIGNS AND SPACING CLOSURE MAY AFFE YES NO INITIAL DRIVEW) *W20-4 PROPERTY OWNER I REQUIRED TO BLOC NOTIFY AFFECTED R WORK TIMES ■ W20-7a. MANDATORY DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE WORK REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH . I AREA DISTANCE NOT FOR USE AT SIGNALIZED INTERSECTIONS I VARIES :I ROAD ONE LANE BE WORK PREPARED ■ ROAD TO AHEAD AHEAD STOP W20-1 W20-4 W20-7b W20-7a OPTIONAL IF 40 MPH OR LESS GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. 5. ALL SIGNS MIN.48"x 48" UNLESS OTHERWISE SPECIFIED. ONE-LANE, TWO-WAY TRA 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE(1) WITH FLAGGEI for spacing distances). 3-WAY INTERSEC 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE BUFFER DATA SIGN SPACING = X ONE LANE,TWO—W, FREEWAYS & EXPRESSWAYS 55 170 MPH 1500'± LONGITUDINAL BUFFER SPACE = B RURAL HIGHWAYS 60/65 MPH 800'± TAPER TYPE SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'± UPSTREAM TAPER RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± DOWNSTREAM TAPER LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) TRANSPORTABLE ATTENUATOR JLOLL AHEAD DISTANCE = R RESIDENTAL& BUSINESS DISTRICTS TABLE(1) HOST VEHICLE WEIGHT tlqQk HOST VEHICLE WEIGHT URBAN STREETS 25 MPH OR LESS 100'±(2) CHANNELIZATION 9,900 TO 22,000 lbs. > 22,000 lbs. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SPACING (FEI < 45 MPH 45-55 MPH > 55 45 MPH 4555 MPH > 55 MPH RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. MPH TAPER (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 100, 123' 172' 74' 100' 150' ROADWAY CONDITIONS. 50/65 10 TO 20 35/45 10 TO 20 25/30 10 TO 20 THIS PLAN MAY BE MIRRORED FOR OPPOSITE SIDE OF ROADWAY USING <*W20-1 SAME SIGNS AND SPACING CLOSURE MAY AFFE YES NO INITIAL DRIVEW) *W20-4 PROPERTY OWNER I REQUIRED TO BLOC NOTIFY AFFECTED R WORK TIMES ■ W20-7a. e � I MANDATORY DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE WORK REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH . I AREA DISTANCE NOT FOR USE AT SIGNALIZED INTERSECTIONS I VARIES :I — — — — — — — — — — — — — — — — - e • I ROAD ONE LANE BE I WORK PREPARED ■ ROAD TO AHEAD AHEAD W20-1 W20-4 sroP W20-7b W20-7a ■ OPTIONAL IF I W20-7a 40 MPH OR LESS GENERAL NOTES: I ONELANE ROAD AHEAD I W20-4 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND I DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD I I t ROAD 1' WORK CONDITIONS. AHEAD 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. I w2o-1 5. ALL SIGNS MIN.48"x 48" UNLESS OTHERWISE SPECIFIED. ONE-LAI 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE(1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. BUFFER DATA SIGN SPACING = X ONE LANE,TWO—W, FREEWAYS & EXPRESSWAYS 55 170 MPH 1500'± LONGITUDINAL BUFFER SPACE = B RURAL HIGHWAYS 60/65 MPH 800'± TAPER TYPE SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'± UPSTREAM TAPER RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± DOWNSTREAM TAPER LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) TRANSPORTABLE ATTENUATOR JILOLL AHEAD DISTANCE = R RESIDENTAL& BUSINESS DISTRICTS TABLE(1) HOST VEHICLE WEIGHT tlqQk HOST VEHICLE WEIGHT URBAN STREETS 25 MPH OR LESS 100'±(2) CHANNELIZATION 9,900 TO 22,000 lbs. > 22,000 lbs. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SPACING (FEI < 45 MPH 45-55 MPH > 55 45 MPH 4555 MPH > 55 MPH RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. MPH TAPER (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 100, 123' 172' 74' 100' 150' ROADWAY CONDITIONS. 50/65 10 TO 20 35/45 10 TO 20 25/30 10 TO 20 ROAD THIS PLAN MAY BE MIRRORED FOR WORK OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING I CLOSURE MAY AFFE DRIVEWI I PROPERTY OWNER YES ❑ NO INITIAL *W20-4 REQUIRED TO BLOC I NOTIFY AFFECTED R WORK TIMES F ■ W20 7a. I MANDATORY `e DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH WORK AREA NOT FOR USE AT SIGNALIZED INTERSECTIONS • DISTANCE VARIES ;I ROAD BE WORK O ROAD NE To PREPARED AHEAD AHEAD STOP r W20-1 W20-4 W20-7b W20-7a ? 28"REFL. CONE. OFFSET CONES TO OPTIONAL IF MAINTAIN 11' MIN. 40 MPH OR LESS TRAVEL LANE WIDTH GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. 5. ALL SIGNS MIN.48"x 48" UNLESS OTHERWISE SPECIFIED. ONE-LANE, TWO-WAY TRA 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE(1) WITH FLAGGEI for spacing distances). 3-WAY INTERSEC 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE BUFFER DATA SIGN SPACING = X ONE LANE,TWO-W, FREEWAYS & EXPRESSWAYS 55 170 MPH 1500'± LONGITUDINAL BUFFER SPACE = B RURAL HIGHWAYS 60/65 MPH 800'± TAPER TYPE SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'± UPSTREAM TAPER RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± DOWNSTREAM TAPER LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) TRANSPORTABLE ATTENUATOR JLOLL AHEAD DISTANCE = R RESIDENTAL& BUSINESS DISTRICTS TABLE(1) HOST VEHICLE WEIGHT tlqQk HOST VEHICLE WEIGHT URBAN STREETS 25 MPH OR LESS 100'±(2) CHANNELIZATION 9,900 TO 22,000 lbs. > 22,000 lbs. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SPACING (FEI < 45 MPH 45-55 MPH > 55 45 MPH 4555 MPH > 55 MPH RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. MPH TAPER (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 100, 123' 172' 74' 100' 150' ROADWAY CONDITIONS. 50/65 10 TO 20 35/45 10 TO 20 25/30 10 TO 20 ROAD THIS PLAN MAY BE MIRRORED FOR WORK OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING I CLOSURE MAY AFFE DRIVEWI I PROPERTY OWNER YES ❑ NO INITIAL *W20-4 REQUIRED TO BLOC I NOTIFY AFFECTED R WORK TIMES F ■ W20 7a. I MANDATORY `e DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH WORK AREA NOT FOR USE AT SIGNALIZED INTERSECTIONS • DISTANCE VARIES ;I - - - - - - - - - - - - - - - - - - - - - - - - ROAD BE WORK ONE TO PREPARED AHEAD AHEAD STOP W20-1 W20-4 W20 7b W20-7a ? I : ■1../ 0 OPTIONAL IF 11 IV 40 MPH OR LESS 11 w20-7a TR GENERAL NOTES: 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. ONE LANE 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND AHEAD DATES (OPTIONAL). W2o-4 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. I ROAD 5. ALL SIGNS MIN.48"x 48" UNLESS OTHERWISE SPECIFIED. HOAD ONE- 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE(1) w20-1 for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. BUFFER DATA SIGN SPACING = X ONE LANE,TWO-W, FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± LONGITUDINAL BUFFER SPACE = B RURAL HIGHWAYS 60/65 MPH 800'± TAPER TYPE SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'± UPSTREAM TAPER RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± DOWNSTREAM TAPER LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200'±(2) TRANSPORTABLE ATTENUATOR JLOLL AHEAD DISTANCE = R RESIDENTAL& BUSINESS DISTRICTS TABLE(1) HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT URBAN STREETS 25 MPH OR LESS 100'±(2) CHANNELIZATION 9,900 TO 22,000 lbs. > 22,000 lbs. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SPACING (FEI < 45 MPH 45-55 MPH > 55 45 MPH 45-55 MPH > 55 MPH RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. MPH TAPER VNY (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 100, 123' 172' 74' 100' 150' ROADWAY CONDITIONS. 50/65 10 TO 20 35/45 10 TO 20 25/30 10 TO 20 ROAD THIS PLAN MAY BE MIRRORED FOR WORK OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING I CLOSURE MAY AFFE DRIVEWI I PROPERTY OWNER YES ❑ NO INITIAL *W20-4 REQUIRED TO BLOC I NOTIFY AFFECTED R WORK TIMES F ■ W20 7a. I MANDATORY DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE WORK OF REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH . I AREA SPAC DISTANCE I� I� VARIES R ■I ffm CONE TAPER= L . LEFT LANE I • WORK CLOSED AHEAD AHEAD !� W20-1 W20-5L W4-2R W20-7a 28" REFL. CONE. OFFSET CONES TO MAINTAIN 11' MIN. GENERAL NOTES: TRAVEL LANE WIDTH 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. 5. ALL SIGNS MIN.48"x 48" UNLESS OTHERWISE SPECIFIED. ONE-LANE, TWO-WAY TRA 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE(1) WITH FLAGGEI for spacing distances). 3-WAY INTERSEC 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. NOT TO SCALE BUFFER DATA SIGN SPACING = X ONE LANE,TWO—W, FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± LONGITUDINAL BUFFER SPACE = B RURAL HIGHWAYS 60/65 MPH 800'± TAPER TYPE SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 RURAL ROADS 45/55 MPH 500'± UPSTREAM TAPER RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± DOWNSTREAM TAPER LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200'±(2) TRANSPORTABLE ATTENUATOR JLOLL AHEAD DISTANCE = R RESIDENTAL& BUSINESS DISTRICTS TABLE(1) HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT URBAN STREETS 25 MPH OR LESS 100'±(2) CHANNELIZATION 9,900 TO 22,000 lbs. > 22,000 lbs. (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE SPACING (FEI < 45 MPH 45-55 MPH > 55 45 MPH 45-55 MPH > 55 MPH RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. MPH TAPER ft (2)THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 100, 123' 172' 74' 100' 150' ROADWAY CONDITIONS. 50/65 10 TO 20 35/45 10 TO 20 25/30 10 TO 20 ROAD THIS PLAN MAY BE MIRRORED FOR WORK OPPOSITE SIDE OF ROADWAY USING SAME SIGNS AND SPACING I CLOSURE MAY AFFE DRIVEWI I PROPERTY OWNER YES ❑ NO INITIAL *W20-4 REQUIRED TO BLOC I NOTIFY AFFECTED R WORK TIMES F ■ W20 7a. I MANDATORY DURING NON-WORKING HOURS, TRAFFIC CONTROL SHALL BE WORK OF REMOVED AND ROW SHALL BE OPENED TO IT'S FULL WIDTH . I AREA SPAC DISTANCE I� I� VARIES R •I IV '6484mumm MENel CONE TAPER= L ROA WORK LEFT LANE I K CLOSED 1w, AHEAD AHEAD W20-1 W20-5L W4-2R W20-7a I . ■ GENERAL NOTES: I w2o 7a I 1. ALL SIGNS AND SPACING SHALL CONFORM TO THE MUTCD. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND I ONE 20-4 LANE DATES (OPTIONAL). I ROAD 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD AHEAD W CONDITIONS. 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. 5. ALL SIGNS MIN.48"x 48" UNLESS OTHERWISE SPECIFIED. I Q 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES (see TABLE(1) WORK for spacing distances). I AHEAD 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE w2o-1 INTERSECTIONS AND/OR DRIVEWAYS. MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'± RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200'±(2) RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) I I (1)ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT-GRADE INTERSECTIONS AND DRIVEWAYS. (2)THIS R SPACING OADWAY MAYCON BE REDUCED IN URBAN AREAS TO FIT S. POSTED TABLE(1) X SPEEDCHANNELIZATION DEVICE LIMIT SPACING feet I SPEED LIMIT MPH TAPER TANGENT A O 50170 40 80 I 35/45 30 1 60 25/30 20 1 40 I I ADVANCE WARNING SIGNS ROAD SPACED @ (X) OR AS PER No WOR>W20-1 I I SITE CONDITIONS. AHEA REFER TO SIGN SPACING CHART. I I Fdvzl�13 � KEEP 371 CLEAR LEGEND I-T— iiiiiiiiiiiii ® WORK AREA Ld33A KEEP 28" REFL. CONE CLEAR METRO STOP t-I SIGN LOCATION I I UNAFFECTED RIGHT LANE CLOSED �— EXISTING TRAFFIC FLOW (RT 153) AHEAD W20-5R y I I h I 00 CA I I I I ■ ■ I ■ ' RR■ I ' I ■ NO ENCROACHMENT ON THIS TRAVELED LANE IS PERMITTE[ McDonald's 8320 S 212th St Kent, WA 98032 17! 28" REFL. CONE I y I — I 30"x 24" 36"x 24" 36"x 24" 30"x 24" MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'± RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200'±(2) RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(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 • ROADWAY CONDITIONS. I • I• • TABLE(1) � CHANNELIZATION DEVICE SPACING feet 30"x 24" 36"x 24" I I 36"x 24" 30"x 24" MPH TAPER TANGENT MPH ao so DETOUR CROSSWALK I I CROSSWALK DETOUR 35/45 30 60 CLOSED CLOSED 25/30 20 40 M4-9B R9-3XC I 4 I R9-3XC M4-9B I�IIII�IIIIIIII■ �— 18"x 24" �--- —� — — — — — KEEP LEFT .� 1 1 � R4-7 S 212 ST I k Chevron I 30"x 30" 8315 S 212th St ` Kent, WA 98032 I `1 �. RIGHT LAN MUST I■ TURN RIGHT ■ R3-7R METRO STOP UNAFFECTED LEGEND (RT 153, 161) ® WORK AREA I I CONE TAPER= L I I 28" REFL. CONE I I E t-I SIGN LOCATION co I I �— EXISTING TRAFFIC FLOW I I I -N 0 SEQUENTIAL ARROWBOARD ti I I W4-2L y I I CONE TANGENT=2L 28" REFL. CONE ! I I k DRIVEWAY ACCESS SHALL BE ■ MAINTAINED WITHIN CONE LINE ■ MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'± RURAL ROADS 45/55 MPH 5001± RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±(2) RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(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. TABLE(1) CHANNELIZATION DEVICE SPACING feet t t METRO STOP MPH TAPER TANGENT UNAFFECTED 50f70 40 80 4 (RT 153) 5/ 30 60 2 25/3030 20 40 SERVPRO of Kent 36"x 24" 30"x 24" 8320 S 208th St SIDEWALK x SIDEWALK N CLOSED DETOUR Kent, WA 98032 —� EAST OF TH 4 R9-9 M4-9B I �I�IIII�IIIII�I 18"x24„ I ` OK R3-5R I I MODIFIED NO ENCROACHMEN co TRAVELED LANE IS I I � m I h I C4 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. 2. NOTIFY LOCAL EMERGENCY SERVICES OF CLOSURE TIMES AND DATES (OPTIONAL). 3. SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROAD CONDITIONS. TYPICAL RIG 4. PROTECTIVE VEHICLE OPTIONAL-MAY BE A WORK TRUCK. SIDI 5. ALL SIGNS MIN. 48" x 48" UNLESS OTHERWISE SPECIFIED. 6. CHANNELIZATION DEVICES ARE 28" REFL. CONES(see TABLE (1) for spacing distances). 7. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-GRADE INTERSECTIONS AND/OR DRIVEWAYS. MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 840 SIGN SPACING = X FREEWAYS & EXPRESSWAYS 55/70 MPH 1500'± RURAL HIGHWAYS 60/65 MPH 800'± RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200'±(2) RESIDENTAL& BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(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. TABLE(1) CHANSPACING�fe DEVICE MPH TAPER TANGENT 50170 40 80 I I ® METRO STOP U 25/30 20 40 I I UNAFFECTED (RT 153) SERVPRO of Kent 8320 S 208th St Kent, WA 98032 I y I I IIII II I I I II I I S 208 ST t 77 IIIIIIIIIIIIIII I `1 I� 736" 24" 30"x 24" 28" REFL. CONE LK DETOURSIDEWAL D EAST 0 R9-9 M4-9B co I h I I C I I� I I: I I% I I : A ■ m I I CONE TAPER= L LEGEND ® WORK AREA I I I I 28" REFL. CONE I I t-I SIGN LOCATION I y I EXISTING TRAFFIC FLOW I h I I N W4-2L % SEQUENTIAL ARROWBOARD I I I I WORK LOCATION: 37 S 235TH ST, KENT, WA 98032, USA SCOPE OF WI THIS TRAFFIC ROAD ENROA g GENERAL NOT 1. ALL SIGN; 2. NOTIFY L( 3. SIGN SPA a ; � 4. ALL SIGN; 5. ALL SPAC 6. WILL BE F 7. ALERT KII LENGTH FOR MERGING TAPER(L) TAPER AND SPEED CHANNELLIZATION MPH LANE WIDTH DEVICE SPACING(FT.) 10 FT. 11 FT. 12 FT. 20 80 80 80 20 25 125 125 125 25 BUFFER LENGTH 30 150 180 180 30 35 210 245 245 35 SMPH PEED LENGTH FT. 40 280 320 320 40 20 115 45 450 495 540 45 25 155 50 500 550 600 50 30 200 55 550 605 660 55` 35 250 60 600 660 720 60` 40 305 SIGN SPACING=X(1) 65 650 715 780 65* 45 360 FREE WAYS&EXPRESS WAYS 55/70 MPH 1500'± 70 700 770 840 70' 50 425 RURAL HIGHWAYS 60/65 MPH 800'± 75 750 825 900 75` RURAL ROADS 45/55 MPH 500'± 80 800 880 960 80' 55 495 RURAL ROADS&URBAN ARTERIALS 35/40 MPH 350'± 60 570 RURAL ROADS&URBAN ARTERIALS 25/30 MPH 200' 'ON RURAL INTERSTATE HIGHWAYS WHERE THE SPEED LIMIT IS 55MPH OR 65 645 RESIDENTIAL&BUSINESS DISTRICTS GREATER,THE CHANNELIZATION DEVICE SPACING(EXCEPT FOR TAPER)MAY URBAN STREETS 25 MPH OR LESS 100'± BE INCREASED TO 80FT.WHEN INCREASED DEVICE SPACING IS USED,3 70 730 (1) ALL SPACING MAYBE ADJUSTING TO ACCOMMODATE IN DRUMS WILL BE PLACED DIAGONALLY AT 0.5 MILE INCREMENTS TO INDICATE 75 820 AT-GRADE INTERSECTIONS AND DRIVEWAYS. THE LANE IS CLOSED (2) THISSPACING MAY BE REDUCED IN URBAN AREAS TO FI 80 920 CONDITIONS. REMOVE EXISTING SCHOOL ZONE SPEED LIMIT SIGN AND TELESPAR POLE REMOVE AND REPLACE EXISTING CURB AND GUTTER,AND CONCRETE SIDEWALK TO MATCH EXISTING BETWEEN EXISTING CONCRETE JOINTS �scomEeu 3 v ONE s NE ROA HEAD w2o-a JUNCTION BOX,FINAL LOCATION TO BE FIELD DETERMINED BY CITY OF ROAD ' KENT TRANSPORTATION ENGINEERING WORK ' DEPARTMENT AHEAD �' C SAWCUT,REMOVE AND REPLACE EXISTING CONCRETE CURB W20-1 a�oo N�n W20-7A ROAO WORK AHEAD y N W20-1 LEGEND CON1 HIGH LEVEL WARNING DEVICE WITH SIGN 1.CONTRACTORS SHALL MAIW 2.CONTRACTORS SHALL MAIN- TYPE III BARRICADE W/SIGN(5'H x4'W) FLAGGER 3."NO PARKING"SIGNS TO BE }--( TYPE II BARRICADE W/O SIGN(3'H x 2'W) 4.CONTRACTOR WILL GRADE I 28"(1lcm)TRAFFIC CONES W/13"(5cm) EXISTING DRIVEWAY DETOUR ROUTES UNLESS OTH REFLECTIVE SLEEVE FOR DAY/NIGHT USE OR 5.ALL DEVICES WILL BE SETUP TANSAT TOW AWAY NO STOPPING ANY TIME STANDARDS AND DEVICES WIL DELINEATORS IF DAY USE ONLY 6.CONTRACTOR WILL PLATE AI � TRAFFIC CONE WITH CLIP ON SIGN WORK ZONE LIMITS FENCE AROUND ANY OPEN EX( 7.ALL EXCAVATIONS WITHIN 1E = PROPOSED SIGN AND POST DIRECTION OF TRAFFIC HAVING LESS THAN 4:1 SLOPEI B.UNPAVED DETOURS SHALL �$ SIGNALIZED INTERSECTION FLASHING ARROWBOARD 9.CONTRACTORS SHALL MAIN- 10.ALL TRAFFIC CONTROL MUE CONNECT TO EXISTING \ JUNCTION BOX \ ONE ANE ROA HFJAD �+° w� W20-4 +� W1AL 1 � s ,00, ROAD NTS a� WORK 1p, AHEAD A'TS 'q y 5 sT W20-1 D A COORDINATION WITH JV� 7Oj WATERFORD AT THE LAKES HOD o�2 REQUIRED �Z W20-7A =2 ROAD WORK AHFJID COORDINATION WITH WATERFORD AT THE LAKES HOA N N REQUIRED W20-1 LEGEND CON1 HIGH LEVEL WARNING DEVICE WITH SIGN 1.CONTRACTORS SHALL MAIM 2.CONTRACTORS SHALL MAIN- TYPE III BARRICADE W/SIGN(5'H x4'W) FLAGGER 3."NO PARKING"SIGNS TO BE }--( TYPE II BARRICADE W/O SIGN(3'H x 2'W) 4.CONTRACTOR WILL GRADE I 28"(1lcm)TRAFFIC CONES W/13"(5cm) EXISTING DRIVEWAY DETOUR ROUTES UNLESS OTH REFLECTIVE SLEEVE FOR DAY/NIGHT USE OR 5.ALL DEVICES WILL BE SETUP TANSAT TOW AWAY NO STOPPING ANY TIME STANDARDS AND DEVICES WIL DELINEATORS IF DAY USE ONLY 6.CONTRACTOR WILL PLATE AI � TRAFFIC CONE WITH CLIP ON SIGN WORK ZONE LIMITS FENCE AROUND ANY OPEN EX( 7.ALL EXCAVATIONS WITHIN 1E = PROPOSED SIGN AND POST DIRECTION OF TRAFFIC HAVING LESS THAN 4:1 SLOPEI B.UNPAVED DETOURS SHALL �$ SIGNALIZED INTERSECTION FLASHING ARROWBOARD 9.CONTRACTORS SHALL MAIN- 10.ALL TRAFFIC CONTROL MUE PREVAILING WAGE RATES Safe Routes to School — School Zone Flashers/Wadsworth A - 5 April 17, 2024 Project Number:23-3009 4/16/24,2:17 PM about blank State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 05/02/2024 County_ Trade Job Classification Wage Holiday Overtime Note *Risk Class King Asbestos Abatement Workers Journey Level $59.07 5D 1 H View King Boilermakers Journey Level $74.29 5N 1 C View King Brick Mason Journey Level $69.07 7E 1 N View King Brick Mason Pointer-Caulker-Cleaner $69.07 7E 1 N View King Building Service Employees Janitor $29.33 5S 2F View King Building Service Employees Traveling Waxer/Shampooer $29.78 5S 2F View King Building Service Employees Window Cleaner (Non-Scaffold) $32.93 5S 2F View King Building Service Employees Window Cleaner (Scaffold) $33.93 5S 2F View King Cabinet Makers (In Shop), Journey Level $22.74 1 View King Carpenters Acoustical Worker $74.96 15J 4C View King Carpenters Bridge, Dock And Wharf $74.96 15J 4C View Carpenters King Carpenters Floor Layer Et Floor Finisher $74.96 15J 4C View King Carpenters Journey Level $74.96 15J 4C View King Carpenters Scaffold Erector $74.96 15J 4C View King Cement Masons Application of all Composition $72.87 15J 4U View Mastic King Cement Masons Application of all Epoxy $72.37 15J 4U View Material King Cement Masons Application of all Plastic $72.87 15J 41J View Material King Cement Masons Application of Sealing $72.37 15J 41J View Compound King Cement Masons Application of Underlayment $72.87 15J 41J View King Cement Masons Building General $72.37 15J 4U View King Cement Masons Composition or Kalman Floors $72.87 15J 4U View King Cement Masons Concrete Paving $72.37 15J 4U View King Cement Masons Curb Et Gutter Machine $72.87 15J 4U View King Cement Masons Curb Et Gutter, Sidewalks $72.37 15J 41J View King Cement Masons Curing Concrete $72.37 15J 41J View King Cement Masons Finish Colored Concrete $72.87 15J 41J View about:blank 1/18 4/16/24,2:17 PM about blank King Cement Masons Floor Grinding $72.87 15J 4U View King Cement Masons Floor Grinding/Polisher $72.37 15J 4U View King Cement Masons Green Concrete Saw, self- $72.87 15J 4U View powered King Cement Masons Grouting of all Plates $72.37 15J 4U View King Cement Masons Grouting of all Tilt-up Panels $72.37 15J 4U View King Cement Masons Gunite Nozzleman $72.87 15J 4U View King Cement Masons Hand Powered Grinder $72.87 15J 4U View King Cement Masons Journey Level $72.37 15J 4U View King Cement Masons Patching Concrete $72.37 15J 4U View King Cement Masons Pneumatic Power Tools $72.87 15J 4U View King Cement Masons Power Chipping Et Brushing $72.87 15J 4U View King Cement Masons Sand Blasting Architectural $72.87 15J 4U View Finish King Cement Masons Screed Et Rodding Machine $72.87 15J 4U View King Cement Masons Spackling or Skim Coat $72.37 15J 4U View Concrete King Cement Masons Troweling Machine Operator $72.87 15J 4U View King Cement Masons Troweling Machine Operator on $72.87 15J 4U View Colored Slabs King Cement Masons Tunnel Workers $72.87 15J 4U View King Divers Et Tenders Bell/Vehicle or Submersible $129.71 15J 4C View Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $93.94 15J 4C View King Divers Et Tenders Diver $129.71 15J 4C 8V View King Divers Et Tenders Diver On Standby $88.94 15J 4C View King Divers Et Tenders Diver Tender $80.82 15J 4C View King Divers Et Tenders Hyperbaric Worker - $93.26 15J 4C View Compressed Air Worker 0-30.00 PSI King Divers Et Tenders Hyperbaric Worker - $98.26 15J 4C View Compressed Air Worker 30.01 - 44.00 PSI King Divers Et Tenders Hyperbaric Worker - $102.26 15J 4C View Compressed Air Worker 44.01 - 54.00 PSI King Divers Et Tenders Hyperbaric Worker - $107.26 15J 4C View Compressed Air Worker 54.01 - 60.00 PSI King Divers Et Tenders Hyperbaric Worker - $109.76 15J 4C View Compressed Air Worker 60.01 - 64.00 PSI King Divers Et Tenders Hyperbaric Worker - $114.76 15J 4C View Compressed Air Worker 64.01 - 68.00 PSI King Divers Et Tenders Hyperbaric Worker - $116.76 15J 4C View Compressed Air Worker 68.01 - 70.00 PSI King Divers Et Tenders Hyperbaric Worker - $118.76 15J 4C View Compressed Air Worker 70.01 - 72.00 PSI about:blank 2/18 4/16/24,2:17 PM about:blank King Divers 8t Tenders Hyperbaric Worker - $120.76 15J 4C View Compressed Air Worker 72.01 - 74.00 PSI King Divers Et Tenders Manifold Operator $80.82 15J 4C View King Divers at Tenders Manifold Operator Mixed Gas $85.82 15J 4C View King Divers 8t Tenders Remote Operated Vehicle $80.82 15J 4C View Operator/Technician King Divers Et Tenders Remote Operated Vehicle $75.41 15J 4C View Tender King Dredge Workers Assistant Engineer $79.62 5D 3F View King Dredge Workers Assistant Mate (Deckhand) $79.01 5D 3F View King Dredge Workers Boatmen $79.62 5D 3F View King Dredge Workers Engineer Welder $81.15 5D 3F View King Dredge Workers Leverman, Hydraulic $82.77 5D 3F View King Dredge Workers Mates $79.62 5D 3F View King Dredge Workers Oiler $79.01 5D 3F View King Drywall Applicator Journey Level $75.73 150 11S View King Drywall Tapers Journey Level $75.73 150 11S View King Electrical Fixture Maintenance Journey Level $38.69 5L 1 E View Workers King Electricians - Inside Cable Splicer $109.35 7C 4E View King Electricians - Inside Cable Splicer (tunnel) $117.52 7C 4E View King Electricians - Inside Certified Welder $105.63 7C 4E View King Electricians - Inside Certified Welder (tunnel) $113.43 7C 4E View King Electricians - Inside Construction Stock Person $51.53 7C 4E View King Electricians - Inside Journey Level $101.92 7C 4E View King Electricians - Inside Journey Level (tunnel) $109.35 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 I Construction King Electronic Technicians Journey Level $65.66 7E 1 E View King Elevator Constructors Mechanic $111.26 7D 4A View King Elevator Constructors Mechanic In Charge $120.27 7D 4A View about:blank 3/18 4/16/24,2:17 PM about:blank King Fabricated Precast Concrete All Classifications - In-Factory $21.34 5B 1111 View Products Work Only King Fence Erectors Fence Erector $50.07 15J lip 8Y View King Fence Erectors Fence Laborer $50.07 15J lip 8Y View King Flaggers Journey Level $50.07 15J lip 8Y View King Glaziers Journey Level $79.16 7L 1Y View King Heat Et Frost Insulators And Journey Level $87.15 15H 11C View Asbestos Workers King Heating Equipment Mechanics Journey Level $96.42 7F 1 E View King Hod Carriers Et Mason Tenders Journey Level $62.49 15J 11 P 8Y View King Industrial Power Vacuum Journey Level $16.28 1 View Cleaner King Inland Boatmen Boat Operator $61.41 5B 1 K View King Inland Boatmen Cook $56.48 5B 1 K View King Inland Boatmen Deckhand $57.48 5B 1 K View King Inland Boatmen Deckhand Engineer $58.81 5B 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 $49.48 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Foamer Operator $49.48 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $49.48 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $47.41 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Technician $41.20 15M 110 View Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Of TV Truck Operator $44.31 15M 110 View Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $74.96 15J 4C View King Ironworkers Journeyman $87.80 15K 11 N View King Laborers Air, Gas Or Electric Vibrating $59.07 15J lip 8Y View Screed King Laborers Airtrac Drill Operator $60.90 15J lip 8Y View King Laborers Ballast Regular Machine $59.07 15J lip 8Y View King Laborers Batch Weighman $50.07 15J lip 8Y View King Laborers Brick Pavers $59.07 15J lip 8Y View King Laborers Brush Cutter $59.07 15J lip 8Y View King Laborers Brush Hog Feeder $59.07 15J lip 8Y View King Laborers Burner $59.07 15J lip 8Y View King Laborers Caisson Worker $60.90 15J lip 8Y View King Laborers Carpenter Tender $59.07 15J lip 8Y View King Laborers Cement Dumper-paving $60.15 15J lip 8Y View about:blank 4/18 4/16/24,2:17 PM about:blank King Laborers Cement Finisher Tender $59.07 15J lip 8Y View King Laborers Change House Or Dry Shack $59.07 15J lip 8Y View King Laborers Chipping Gun (30 Lbs. And $60.15 15J lip 8Y View Over) King Laborers Chipping Gun (Under 30 Lbs.) $59.07 15J 11P 8Y View King Laborers Choker Setter $59.07 15J lip 8Y View King Laborers Chuck Tender $59.07 15J lip 8Y View King Laborers Clary Power Spreader $60.15 15J lip 8Y View King Laborers Clean-up Laborer $59.07 15J lip 8Y View King Laborers Concrete Dumper/Chute $60.15 15J lip 8Y View Operator King Laborers Concrete Form Stripper $59.07 15J lip 8Y View King Laborers Concrete Placement Crew $60.15 15J lip 8Y View King Laborers Concrete Saw Operator/Core $60.15 15J lip 8Y View Driller King Laborers Crusher Feeder $50.07 15J lip 8Y View King Laborers Curing Laborer $59.07 15J lip 8Y View King Laborers Demolition: Wrecking 8t Moving $59.07 15J lip 8Y View (Incl. Charred Material) King Laborers Ditch Digger $59.07 15J lip 8Y View King Laborers Diver $60.90 15J lip 8Y View King Laborers Drill Operator (Hydraulic, $60.15 15J lip 8Y View Diamond) King Laborers Dry Stack Walls $59.07 15J lip 8Y View King Laborers Dump Person $59.07 15J lip 8Y View King Laborers Epoxy Technician $59.07 15J lip 8Y View King Laborers Erosion Control Worker $59.07 15J lip 8Y View King Laborers Faller 8t Bucker Chain Saw $60.15 15J lip 8Y View King Laborers Fine Graders $59.07 15J lip 8Y View King Laborers Firewatch $50.07 15J lip 8Y View King Laborers Form Setter $60.15 15J lip 8Y View King Laborers Gabian Basket Builders $59.07 15J lip 8Y View King Laborers General Laborer $59.07 15J lip 8Y View King Laborers Grade Checker Et Transit Person $62.49 15J lip 8Y View King Laborers Grinders $59.07 15J lip 8Y View King Laborers Grout Machine Tender $59.07 15J lip 8Y View King Laborers Groutmen (Pressure) Including $60.15 15J 11P 8Y View Post Tension Beams King Laborers Guardrail Erector $59.07 15J lip 8Y View King Laborers Hazardous Waste Worker (Level $60.90 15J lip 8Y View A) King Laborers Hazardous Waste Worker (Level $60.15 15J lip 8Y View B) King Laborers Hazardous Waste Worker (Level $59.07 15J lip 8Y View C) King Laborers High Scaler $60.90 15J lip 8Y View King Laborers Jackhammer $60.15 15J lip 8Y View King Laborers Laserbeam Operator $60.15 15J lip 8Y View about:blank 5/18 4/16/24,2:17 PM about blank King Laborers Maintenance Person $59.07 15J lip 8Y View King Laborers Manhole Builder-Mudman $60.15 15J lip 8Y View King Laborers Material Yard Person $59.07 15J lip 8Y View King Laborers Mold Abatement Worker $59.07 15J lip 8Y View King Laborers Motorman-Dinky Locomotive $62.59 15J lip 8Y View King Laborers nozzleman (concrete pump, $62.49 15J lip 8Y View green cutter when using combination of high pressure air Et water on concrete Et rock, sandblast, gunite, shotcrete, water blaster, vacuum blaster) King Laborers Pavement Breaker $60.15 15J lip 8Y View King Laborers Pilot Car $50.07 15J lip 8Y View King Laborers Pipe Layer (Lead) $62.49 15J 11P 8Y View King Laborers Pipe Layer/Tailor $60.15 15J lip 8Y View King Laborers Pipe Pot Tender $60.15 15J lip 8Y View King Laborers Pipe Reliner $60.15 15J lip 8Y View King Laborers Pipe Wrapper $60.15 15J lip 8Y View King Laborers Pot Tender $59.07 15J lip 8Y View King Laborers Powderman $60.90 15J lip 8Y View King Laborers Powderman's Helper $59.07 15J lip 8Y View King Laborers Power Jacks $60.15 15J lip 8Y View King Laborers Railroad Spike Puller - Power $60.15 15J 11P 8Y View King Laborers Raker -Asphalt $62.49 15J lip 8Y View King Laborers Re-timberman $60.90 15J lip 8Y View King Laborers Remote Equipment Operator $60.15 15J lip 8Y View King Laborers Rigger/Signal Person $60.15 15J lip 8Y View King Laborers Rip Rap Person $59.07 15J lip 8Y View King Laborers Rivet Buster $60.15 15J lip 8Y View King Laborers Rodder $60.15 15J lip 8Y View King Laborers Scaffold Erector $59.07 15J lip 8Y View King Laborers Scale Person $59.07 15J lip 8Y View King Laborers Sloper (Over 20") $60.15 15J lip 8Y View King Laborers Sloper Sprayer $59.07 15J lip 8Y View King Laborers Spreader (Concrete) $60.15 15J lip 8Y View King Laborers Stake Hopper $59.07 15J lip 8Y View King Laborers Stock Piler $59.07 15J lip 8Y View King Laborers Swinging Stage/Boatswain $50.07 15J 11P 8Y View Chair King Laborers Tamper Et Similar Electric, Air $60.15 15J 11P 8Y View Et Gas Operated Tools King Laborers Tamper (Multiple Et Self- $60.15 15J lip 8Y View propelled) King Laborers Timber Person - Sewer (Lagger, $60.15 15J lip 8Y View Shorer 8t Cribber) King Laborers Toolroom Person (at Jobsite) $59.07 15J lip 8Y View King Laborers Topper $59.07 15J lip 8Y View King Laborers Track Laborer $59.07 15J lip 8Y View about:blank 6/18 4/16/24,2:17 PM about blank King Laborers Track Liner (Power) $60.15 15J lip 8Y View King Laborers Traffic Control Laborer $53.54 15J lip 9C View King Laborers Traffic Control Supervisor $56.73 15J lip 9C View King Laborers Truck Spotter $59.07 15J lip 8Y View King Laborers Tugger Operator $60.15 15J lip 8Y View King Laborers Tunnel Work-Compressed Air $175.79 15J lip 9B View Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $180.82 15J lip 9B View Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $184.50 15J 11 P 9B View Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $190.20 15J lip 9B View Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $192.32 15J 11P 9B View Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $197.42 15J lip 9B View Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $199.32 15J 11P 9B View Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $201.32 15J lip 9B View Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $203.32 15J lip 9B View Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $62.59 15J lip 8Y View Tender King Laborers Tunnel Work-Miner $62.59 15J lip 8Y View King Laborers Vibrator $60.15 15J lip 8Y View King Laborers Vinyl Seamer $59.07 15J lip 8Y View King Laborers Watchman $45.51 15J lip 8Y View King Laborers Welder $60.15 15J lip 8Y View King Laborers Well Point Laborer $60.15 15J lip 8Y View King Laborers Window Washer/Cleaner $45.51 15J lip 8Y View King Laborers - Underground Sewer General Laborer Et Topman $59.07 15J lip 8Y View Et Water King Laborers - Underground Sewer Pipe Layer $60.15 15J lip 8Y View Et Water King Landscape Construction Landscape $45.51 15J lip 8Y View Construction/Landscaping Or Planting Laborers King Landscape Construction Landscape Operator $82.25 15J 11 G 8X View King Landscape Maintenance Groundskeeper $17.87 1 View King Lathers Journey Level $75.73 150 11 S View King Marble Setters Journey Level $69.07 7E 1 N View King Metal Fabrication (In Shop), Fitter/Certified Welder $42.17 151 11 E View King Metal Fabrication (In Shop), General Laborer $30.07 151 11 E View King Metal Fabrication (In Shop). Mechanic $43.63 151 11 E View King Metal Fabrication (In Shop), Welder/Burner $39.28 151 11 E View King Millwright Journey Level $76.51 15J 4C View King Modular Buildings Cabinet Assembly $16.28 1 View King Modular Buildings Electrician $16.28 1 View about:blank 7/18 4/16/24,2:17 PM about:blank King Modular Buildings Equipment Maintenance $16.28 1 View King Modular Buildings Plumber $16.28 1 View King Modular Buildings Production Worker $16.28 1 View King Modular Buildings Tool Maintenance $16.28 1 View King Modular Buildings Utility Person $16.28 1 View King Modular Buildings Welder $16.28 1 View King Painters Journey Level $51.71 6Z 11 J View King Pile Driver Crew Tender $80.82 15J 4C View King Pile Driver Journey Level $75.41 15J 4C View King Plasterers Journey Level $70.91 7Q 1 R View King Plasterers Nozzleman $74.91 7Q 1 R View King Playground Et Park Equipment Journey Level $16.28 1 View Installers King Plumbers Et Pipefitters Journey Level $103.19 6Z 1G View King Power Equipment Operators Asphalt Plant Operators $83.62 15J 11G 8X View King Power Equipment Operators Assistant Engineer $78.65 15J 11G 8X View King Power Equipment Operators Barrier Machine (zipper) $82.88 15J 11G 8X View King Power Equipment Operators Batch Plant Operator: concrete $82.88 15J 11G 8X View King Power Equipment Operators Boat Operator $83.95 7A 11 H 8X View King Power Equipment Operators Bobcat $78.65 15J 11G 8X View King Power Equipment Operators Brokk - Remote Demolition $78.65 15J 11G 8X View Equipment King Power Equipment Operators Brooms $78.65 15J 11G 8X View King Power Equipment Operators Bump Cutter $82.88 15J 11G 8X View King Power Equipment Operators Cableways $83.62 15J 11G 8X View King Power Equipment Operators Chipper $82.88 15J 11G 8X View King Power Equipment Operators Compressor $78.65 15J 11G 8X View King Power Equipment Operators Concrete Finish Machine - $78.65 15J 11G 8X View Laser Screed King Power Equipment Operators Concrete Pump - Mounted Or $82.25 15J 11G 8X View Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators Concrete Pump: Truck Mount $83.62 15J 11G 8X View With Boom Attachment Over 42 M King Power Equipment Operators Concrete Pump: Truck Mount $82.88 15J 11G 8X View With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $82.25 15J 11G 8X View King Power Equipment Operators Cranes Friction: 200 tons and $86.48 7A 11 H 8X View over King Power Equipment Operators Cranes, A-frame: 10 tons and $78.95 7A 11 H 8X View under King Power Equipment Operators Cranes: 100 tons through 199 $84.77 7A 11 H 8X View tons, or 150' of boom (including jib with attachments) King Power Equipment Operators Cranes: 20 tons through 44 $83.20 7A 11 H 8X View tons with attachments about:blank 8/18 4/16/24,2:17 PM about blank King Power Equipment Operators Cranes: 200 tons- 299 tons, or $85.66 7A 11 H 8X View 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $86.48 7A 11 H 8X View 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 tons through 99 $83.95 7A 11 H 8X View tons, under 150' of boom(including jib with attachments) King Power Equipment Operators Cranes: Friction cranes through $85.66 7A 11 H 8X View 199 tons King Power Equipment Operators Cranes: through 19 tons with $82.56 7A 11 H 8X View attachments, a-frame over 10 tons King Power Equipment Operators Crusher $82.88 15J 11G 8X View King Power Equipment Operators Deck Engineer/Deck Winches $82.88 15J 11G 8X View (power) King Power Equipment Operators Derricks, On Building Work $83.62 15J 11G 8X View King Power Equipment Operators Dozers D-9 Et Under $82.25 15J 11G 8X View King Power Equipment Operators Drill Oilers: Auger Type, Truck $82.25 15J 11G 8X View Or Crane Mount King Power Equipment Operators Drilling Machine $84.46 15J 11G 8X View King Power Equipment Operators Elevator and man-lift: $78.65 15J 11G 8X View permanent and shaft type King Power Equipment Operators Finishing Machine, Bidwell And $82.88 15J 11G 8X View Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 lbs and over with $82.25 151 11G 8X View attachments King Power Equipment Operators Forklifts: under 3000 lbs. with $78.65 15J 11G 8X View attachments King Power Equipment Operators Grade Engineer: Using Blue $82.88 15J 11G 8X View Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/Stakeman $78.65 15J 11G 8X View King Power Equipment Operators Guardrail Punch $82.88 15J 11G 8X View King Power Equipment Operators Hard Tail End Dump $83.62 15J 11G 8X View Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $82.88 15J 11G 8X View Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/Directional Drill $82.25 15J 11G 8X View Locator King Power Equipment Operators Horizontal/Directional Drill $82.88 15J 11G 8X View Operator King Power Equipment Operators Hydralifts/Boom Trucks Over $82.56 7A 11 H 8X View 10 Tons King Power Equipment Operators Hydralifts/boom trucks: 10 $78.95 7A 11 H 8X View tons and under King Power Equipment Operators Leverman $85.33 15J 11G 8X View King Power Equipment Operators Loader, Overhead, 6 Yards. But $83.62 15J 11G 8X View Not Including 8 Yards about:blank 9/18 4/16/24,2:17 PM about blank King Power Equipment Operators Loaders, Overhead Under 6 $82.88 15J 11G 8X View Yards King Power Equipment Operators Loaders, Plant Feed $82.88 15J 11G 8X View King Power Equipment Operators Loaders: Elevating Type Belt $82.25 15J 11G 8X View King Power Equipment Operators Locomotives, All $82.88 15J 11G 8X View King Power Equipment Operators Material Transfer Device $82.88 15J 11G 8X View King Power Equipment Operators Mechanics: All (Leadmen - $84.46 15J 11G 8X View $0.50 per hour over mechanic) King Power Equipment Operators Motor Patrol Graders $83.62 15J 11G 8X View King Power Equipment Operators Mucking Machine, Mole, Tunnel $83.62 15J 11G 8X View Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $78.65 15J 11G 8X View Distribution 8t Mulch Seeding Operator King Power Equipment Operators Outside Hoists (Elevators and $82.25 15J 11G 8X View Manlifts), Air Tuggers, Strato King Power Equipment Operators Overhead, bridge type Crane: $83.20 7A 11 H 8X View 20 tons through 44 tons King Power Equipment Operators Overhead, bridge type: 100 $84.77 7A 11 H 8X View tons and over King Power Equipment Operators Overhead, bridge type: 45 tons $83.95 7A 11 H 8X View through 99 tons King Power Equipment Operators Pavement Breaker $78.65 15J 11G 8X View King Power Equipment Operators Pile Driver (other Than Crane $82.88 15J 11G 8X View Mount) King Power Equipment Operators Plant Oiler -Asphalt, Crusher $82.25 15J 11G 8X View King Power Equipment Operators Posthole Digger, Mechanical $78.65 15J 11G 8X View King Power Equipment Operators Power Plant $78.65 15J 11G 8X View King Power Equipment Operators Pumps - Water $78.65 15J 11G 8X View King Power Equipment Operators Quad 9, Hd 41, D10 And Over $83.62 15J 11G 8X View King Power Equipment Operators Quick Tower: no cab, under $82.88 15J 11G 8X View 100 feet in height base to boom King Power Equipment Operators Remote Control Operator On $83.62 15J 11G 8X View Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger and Bellman $78.95 7A 11 H 8X View King Power Equipment Operators Rigger/Signal Person, $82.56 7A 11 H 8X View Bellman(Certified) King Power Equipment Operators Rollagon $83.62 15J 11G 8X View King Power Equipment Operators Roller, Other Than Plant Mix $78.65 15J 11G 8X View King Power Equipment Operators Roller, Plant Mix Or Multi-lift $82.25 15J 11G 8X View Materials King Power Equipment Operators Roto-mill, Roto-grinder $82.88 15J 11G 8X View King Power Equipment Operators Saws - Concrete $82.25 15J 11G 8X View King Power Equipment Operators Scraper, Self Propelled Under $82.88 15J 11G 8X View 45 Yards King Power Equipment Operators Scrapers - Concrete &t Carry All $82.25 15J 11G 8X View King Power Equipment Operators Scrapers, Self-propelled: 45 $83.62 15J 11G 8X View Yards And Over about:blank 10/18 4/16/24,2:17 PM about blank King Power Equipment Operators Service Engineers: Equipment $82.25 15J 11G 8X View King Power Equipment Operators Shotcrete/Gunite Equipment $78.65 15J 11G 8X View King Power Equipment Operators Shovel, Excavator, Backhoe, $82.25 15J 11G 8X View Tractors Under 15 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoe: $83.62 15J 11G 8X View Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $82.88 15J 11G 8X View Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $84.46 15J 11G 8X View Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $85.33 15J 11G 8X View Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $83.62 15J 11G 8X View King Power Equipment Operators Spreader, Topsider Et $83.62 15J 11G 8X View Screedman King Power Equipment Operators Subgrader Trimmer $82.88 15J 11G 8X View King Power Equipment Operators Tower Bucket Elevators $82.25 15J 11G 8X View King Power Equipment Operators Tower Crane: over 175' through $85.66 7A 11 H 8X View 250' in height, base to boom King Power Equipment Operators Tower crane: up to 175' in $84.77 7A 11H 8X View height base to boom King Power Equipment Operators Tower Cranes: over 250' in $86.48 7A 11 H 8X View height from base to boom King Power Equipment Operators Transporters, All Track Or Truck $83.62 15J 11G 8X View Type King Power Equipment Operators Trenching Machines $82.25 15J 11G 8X View King Power Equipment Operators Truck Crane Oiler/Driver: 100 $83.20 7A 11 H 8X View tons and over King Power Equipment Operators Truck crane oiler/driver: under $82.56 7A 11 H 8X View 100 tons King Power Equipment Operators Truck Mount Portable Conveyor $82.88 15J 11G 8X View King Power Equipment Operators Vac Truck (Vactor Guzzler, $82.88 15J 11G 8X View Hydro Excavator) King Power Equipment Operators Welder $83.62 15J 11G 8X View King Power Equipment Operators Wheel Tractors, Farman Type $78.65 15J 11G 8X View King Power Equipment Operators Yo Yo Pay Dozer $82.88 15J 11G 8X View King Power Equipment Operators- Asphalt Plant Operators $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Boat Operator $83.95 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Bobcat $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $78.65 15J 11G 8X View about:blank 11/18 4/16/24,2:17 PM about:blank Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Cableways $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Chipper $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Compressor $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine - $78.65 15J 11G 8X View Underground Sewer Et Water Laser Screed King Power Equipment Operators- Concrete Pump - Mounted Or $82.25 15J 11G 8X View Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure King Power Equipment Operators- Concrete Pump: Truck Mount $83.62 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Pump: Truck Mount $82.88 15J 11G 8X View Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $82.25 15J 11G 8X View Underground Sewer 8t Water King Power Equipment Operators- Cranes Friction: 200 tons and $86.48 7A 11 H 8X View Underground Sewer Et Water over King Power Equipment Operators- Cranes, A-frame: 10 tons and $78.95 7A 11 H 8X View Underground Sewer Et Water under King Power Equipment Operators- Cranes: 100 tons through 199 $84.77 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 $83.20 7A 11 H 8X View 1 Underground Sewer Et Water tons with attachments I King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $85.66 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 $86.48 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 $83.95 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 $85.66 7A 11 H 8X View Underground Sewer 8t Water 199 tons King Power Equipment Operators- Cranes: through 19 tons with $82.56 7A 11 H 8X View I Underground Sewer Et Water attachments, a-frame over 10 ltons King Power Equipment Operators- Crusher $82.88 15J 11G 8X View L_ Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/Deck Winches $82.88 15J 11G 8X View Underground Sewer 8t Water (power) about:blank 12/18 4/16/24,2:17 PM about:blank King Power Equipment Operators- Derricks, On Building Work $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 Et Under $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $82.25 15J 11G 8X View Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $84.46 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Elevator and man-lift: $78.65 15J 11G 8X View Underground Sewer Et Water permanent and shaft type King Power Equipment Operators- Finishing Machine, Bidwell And $82.88 15J 11G 8X View Underground Sewer Et Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 lbs and over with $82.25 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Forklifts: under 3000 lbs. with $78.65 15J 11G 8X View Underground Sewer Et Water attachments King Power Equipment Operators- Grade Engineer: Using Blue $82.88 15J 11G 8X View Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/Stakeman $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $83.62 15J 11G 8X View Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump $82.88 15J 11G 8X View Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/Directional Drill $82.25 15J 11G 8X View Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/Directional Drill $82.88 15J 11G 8X View Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom trucks: 10 $78.95 7A 11 H 8X View Underground Sewer Et Water tons and under King Power Equipment Operators- Hydralifts/boom trucks: over $82.56 7A 11 H 8X View Underground Sewer Et Water 10 tons King Power Equipment Operators- Leverman $85.33 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead, 6 Yards. But $83.62 15J 11G 8X View Underground Sewer Et Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $82.88 15J 11G 8X View Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $82.88 15J 11G 8X View Underground Sewer 8t Water King Power Equipment Operators- Material Transfer Device $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mechanics: All (Leadmen - $84.46 15J 11G 8X View Underground Sewer Et Water $0.50 per hour over mechanic) about:blank 13/18 4/16/24,2:17 PM about blank King Power Equipment Operators- Motor Patrol Graders $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, Tunnel $83.62 15J 11G 8X View Underground Sewer Et Water Drill, Boring, Road Header And/or Shield ' King Power Equipment Operators- Oil Distributors, Blower $78.65 15J 11G 8X View Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (Elevators and $82.25 15J 11G 8X View Underground Sewer Et Water Manlifts), Air Tuggers, Strato King Power Equipment Operators- Overhead, bridge type Crane: $83.20 7A 11 H 8X View Underground Sewer Et Water 20 tons through 44 tons King Power Equipment Operators- Overhead, bridge type: 100 $84.77 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Overhead, bridge type: 45 tons $83.95 7A 11 H 8X View Underground Sewer 8t Water through 99 tons King Power Equipment Operators- Pavement Breaker $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $82.88 15J 11G 8X View Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler -Asphalt, Crusher $82.25 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Power Plant $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $78.65 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Quick Tower: no cab, under $82.88 15J 11G 8X View Underground Sewer 8t Water 100 feet in height base to boom King Power Equipment Operators- Remote Control Operator On $83.62 15J 11G 8X View Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger and Bellman $78.95 7A 11 H 8X View Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, $82.56 7A 11 H 8X View Underground Sewer Et Water Bellman(Certified) King Power Equipment Operators- Rollagon $83.62 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $78.65 15J 11G 8X View Underground Sewer 8t Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $82.25 15J 11G 8X View Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $82.88 15J 11G 8X View Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $82.25 15J 11G 8X View Underground Sewer 8t Water King Power Equipment Operators- Scraper, Self Propelled Under $82.88 15J 11G 8X View Underground Sewer Et Water 45 Yards about:blank 14/18 4/16/24,2:17 PM about:blank King Power Equipment Operators- Scrapers - Concrete Et Carry All $82.25 15J 11 G 8X View Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $83.62 15J 11 G 8X View Underground Sewer Et Water Yards And Over King Power Equipment Operators- Shotcrete/Gunite Equipment $78.65 15J 11 G 8X View Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe, $82.25 15J 11 G 8X View Underground Sewer Et Water Tractors Under 15 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoe: $83.62 15J 11 G 8X View Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $82.88 15J 11 G 8X View Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $84.46 15J 11 G 8X View Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $85.33 15J 11 G 8X View Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $83.62 15J 11 G 8X View Underground Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $83.62 15J 11G 8X View Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $82.88 15J 11 G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $82.25 15J 11 G 8X View Underground Sewer Et Water King Power Equipment Operators- Tower Crane: over 175' through $85.66 7A 11 H 8X View Underground Sewer Et Water 250' in height, base to boom King Power Equipment Operators- Tower crane: up to 175' in $84.77 7A 11 H 8X View Underground Sewer Et Water height base to boom King Power Equipment Operators- Tower Cranes: over 250' in $86.48 7A 11 H 8X View Underground Sewer Et Water height from base to boom King Power Equipment Operators- Transporters, All Track Or Truck $83.62 15J 11 G 8X View Underground Sewer Et Water Type King Power Equipment Operators- Trenching Machines $82.25 15J 11 G 8X View Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/Driver: 100 $83.20 7A 11 H 8X View Underground Sewer Et Water tons and over King Power Equipment Operators- Truck crane oiler/driver: under $82.56 7A 11 H 8X View Underground Sewer Et Water 100 tons King Power Equipment Operators- Truck Mount Portable Conveyor $82.88 15J 11 G 8X View Underground Sewer Et Water King Power Equipment Operators- Vac Truck (Vactor Guzzler, $82.88 15J 11 G 8X View Underground Sewer Et Water Hydro Excavator) King Power Equipment Operators- Welder $83.62 15J 11 G 8X View Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farman Type $78.65 15J 11 G 8X View Underground Sewer 8t Water King Power Equipment Operators- Yo Yo Pay Dozer $82.88 15J 11 G 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 4/16/24,2:17 PM about:blank King Power Line Clearance Tree Spray Person $54.32 5A 4A View Trimmers King Power Line Clearance Tree Tree Equipment Operator $57.22 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer $51.18 5A 4A View Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $38.99 5A 4A View Trimmers King Refrigeration Et Air Conditioning Journey Level $95.89 6Z 1G View Mechanics King Residential Brick Mason Journey Level $69.07 7E 1 N View King Residential Carpenters Journey Level $36.44 1 View King Residential Cement Masons Journey Level $46.64 1 View King Residential Drywall Applicators Journey Level $74.96 15J 4C View King Residential Drywall Tapers Journey Level $36.36 1 View King Residential Electricians Journey Level $48.80 1 View King Residential Glaziers Journey Level $28.93 1 View King Residential Insulation Journey Level $28.18 1 View Applicators King Residential Laborers Journey Level $29.73 1 View King Residential Marble Setters Journey Level $27.38 1 View King Residential Painters Journey Level $23.47 1 View King Residential Plumbers Et Journey Level $45.40 1 View Pipefitters King Residential Refrigeration Et Air Journey Level $96.42 7F 1 E View Conditioning Mechanics King Residential Sheet Metal Journey Level $96.42 7F 1 E View Workers King Residential Soft Floor Lavers Journey Level $57.11 5A 3J View King Residential Sprinkler Fitters Journey Level $63.61 1 View ,(Fire Protection), King Residential Stone Masons Journey Level $69.07 7E 1 N View King Residential Terrazzo Workers Journey Level $62.36 7E 1 N View King Residential Terrazzo/Tile Journey Level $24.39 1 View Finishers King Residential Tile Setters Journey Level $21.04 1 View King Roofers Journey Level $64.45 5A 3H View King Roofers Using Irritable Bituminous $67.39 5A 3H View Materials King Sheet Metal Workers Journey Level (Field or Shop) $96.42 7F 1 E View King Shipbuilding Et Ship Repair New Construction Boilermaker $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Carpenter $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Crane $43.16 7V 1 View Operator King Shipbuilding Et Ship Repair New Construction Electrician $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Heat $ Frost $87.15 15H 11C View Insulator King Shipbuilding Et Ship Repair New Construction Laborer $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Machinist $51.85 7X 4J View about:blank 16/18 4/16/24,2:17 PM about:blank King Shipbuilding Et Ship Repair New Construction Operating $43.16 7V 1 View Engineer King Shipbuilding Et Ship Repair New Construction Painter $51.95 7X 4J View King Shipbuilding Et Ship Repair New Construction Pipefitter $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Rigger $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Sheet Metal $51.85 7X 4J View King Shipbuilding Et Ship Repair New Construction Shipwright $51.85 7X 4.1 View King Shipbuilding Et Ship Repair New Construction $43.16 7V 1 View Warehouse/Teamster King Shipbuilding Et Ship Repair New Construction Welder / $51.85 7X 4J View Burner King Shipbuilding Et Ship Repair Ship Repair Boilermaker $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Carpenter $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Electrician $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Heat Et Frost $87.15 15H 11C View Insulator King Shipbuilding Et Ship Repair Ship Repair Laborer $51.85 7X 4.1 View King Shipbuilding Et Ship Repair Ship Repair Machinist $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Operating Engineer $45.06 7Y 4K View King Shipbuilding Et Ship Repair Ship Repair Painter $51.95 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Pipefitter $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Rigger $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Sheet Metal $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Shipwright $51.85 7X 4J View King Shipbuilding Et Ship Repair Ship Repair Warehouse / $45.06 7Y 4K View Teamster King Sign Makers 8t Installers Journey Level $58.04 0 1 View .(Electrical), King Sign Makers Et Installers (Non- Journey Level $37.08 0 1 View Electrical). King Soft Floor Lavers Journey Level $66.32 15J 4C View King Solar Controls For Windows Journey Level $16.28 1 View King Sprinkler Fitters (Fire Journey Level $95.49 5C 1X View Protection), King Stage Rigging Mechanics (Non Journey Level $16.28 1 View Structural), King Stone Masons Journey Level $69.07 7E 1 N View King Street And Parking Lot Sweeper Journey Level $19.09 1 View Workers King Surveyors Assistant Construction Site $82.56 7A 11 H 8X View Surveyor King Surveyors Chainman $78.95 7A 11 H 8X View King Surveyors Construction Site Surveyor $83.95 7A 11 H 8X View King Surveyors Drone Operator (when used in $78.95 7A 11 H 8X View conjunction with survey work only) King Surveyors Ground Penetrating Radar $78.95 7A 11 H 8X View Operator King Telecommunication Technicians Journey Level $65.66 7E 1 E View about:blank 17/18 4/16/24,2:17 PM about blank King Telephone Line Construction - Cable Splicer $40.36 5A 2B View Outside King Telephone Line Construction - Hole Digger/Ground Person $26.92 5A 2B View Outside King Telephone Line Construction - Telephone Equipment Operator $33.74 5A 2B I View Outside (Light) King Telephone Line Construction - Telephone Lineperson $38.15 5A 2B View Outside King Terrazzo Workers Journey Level $62.36 7E 1 N View King Tile Setters Journey Level $62.36 7E 1 N View King Tile, Marble Et Terrazzo Finisher $53.19 7E 1 N View Finishers King Traffic Control Stripers Journey Level $89.54 15L 1 K View King Truck Drivers Asphalt Mix Over 16 Yards $74.95 15J 11M 8L View King Truck Drivers Asphalt Mix To 16 Yards $74.02 15J 11M 8L View King Truck Drivers Dump Truck $74.02 15J 11M 8L View King Truck Drivers Dump Truck Et Trailer $74.95 15J 11M 8L View King Truck Drivers Other Trucks $74.95 15J 11M 8L View King Truck Drivers - Ready Mix Transit Mix $74.95 15J 11M 8L View King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 View Installers King Well Drillers Et Irrigation Pump Oiler $16.28 1 View Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 View Installers about:blank 18/18 Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Overtime calculations are based on the hourly rate actually paid to the worker.On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker. 1. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8)hour workweek day or a four-ten(10)hour workweek day and the first eight(8)hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2)hours after eight(8)regular hours Monday through Friday and the first ten(10)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten(10)hours worked on Saturdays and the first ten(10)hours worked on a fifth calendar weekday in a four- ten hour schedule,shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. All hours worked on Saturdays(except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve(12)hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. 1. 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. 1 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 1. 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. 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 atone and one-half times the hourly rate of wage. All hours worked in excess often (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. 2 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight(8)hours on holidays shall be paid at double the hourly rate of wage. M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2)times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage.All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays,and all hours worked in excess of twelve(12)hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more.When an employee returns to work without at least eight(8)hours time off since their previous shift,all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight(8)hours rest period. 3 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. ALL HOURS WORKED IN EXCESS OF EIGHT(8)HOURS PER DAY OR FORTY(40)HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays,Sundays and holidays shall be paid at double the hourly rate of wage C. On Monday through Friday, the first four(4)hours of overtime after eight (8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two (2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday, the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer,the first ten(10)hours on Saturday maybe worked at the straight time rate of pay.All hours worked over twelve(12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturday,Sundays and holidays shall be paid at double the hourly rate of pay.Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations,regulating, capacitor stations, generating plants,industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2)hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage.All hours in excess of ten(10)hours will be at two(2)times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2)times the hourly rate of wage. All hours worked in excess of eight(8)hours on Saturday,and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The Monday or Friday not utilized in the normal four- day,ten hour work week,and Saturday shall be paid at one and one half(1'/2)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. 4 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) 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. 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). 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. 5 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 4. 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. Overtime Codes Continued 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. 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. 6 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. 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. 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. 7 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. 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 anytime worked on Saturday over 10 hours. O. All work performed on Saturdays, Sundays,and Holidays shall be paid at one and one half(1-1/2)times the straight time rate of pay. 8 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Overtime Codes Continued 11. P. Work performed in excess of ten(10)hours of straight time per day when four ten(10)hour shifts are established and all work on Saturdays,except for make-up days shall be paid at time and one-half(1 'h)the straight time rate. 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 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 a.m.to 6:00 p.m.,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 shifts 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-hour shifts. 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. Q. All hours worked between the hours of 6:00 pm and 6:00 am,Monday through Saturday,shall be paid at a premium rate of 35%over the hourly rate of wage.Work performed on Sundays shall be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. R On Monday through Saturday hours worked outside 6:00 am and 7:00 pm,and all hours after eight(8)hours worked shall be paid at one and one-half times the hourly rate.All hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. When a holiday falls on a Saturday,the Friday before shall be the observed holiday.When a holiday falls on a Sunday,the following Monday shall be the observed holiday. S. The first ten(10)hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions,or other conditions beyond the control of the Employer,then Saturday may be worked at the straight time rate,for the first eight(8)hours,or the first ten(10)hours when a four day ten hour workweek has been established. 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. 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. 9 1 P a g e Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,the day before Christmas,and Christmas Day(8). C. Holidays: New Year's Day, Presidents' Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). H. Holidays:New Year's Day,Memorial Day, Independence Day, Thanksgiving Day,the Day after Thanksgiving Day, And Christmas(6). 1. 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). 101 Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 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). 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. Holiday Codes Continued 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. 111 Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 7. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 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. 121 Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 7. 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. Holiday Codes Continued 15. G. New Year's Day,Washington's Birthday,Memorial Day, Independence Day,Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day,the last scheduled workday before Christmas,and Christmas Day(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays:New Year's Day,President's Day, Independence Day,Memorial Day,Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day(9).Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays:New Year's Day,Martin Luther King Jr.Day,Memorial Day,Independence Day,Labor Day,Thanksgiving Day,the Friday and Saturday after Thanksgiving Day, and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. M. Holidays:New Year's Day,Martin Luther King Jr.Day,Independence Day,Memorial Day,Labor Day,Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day and Christmas Day(9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday,the preceding Friday shall be a regular work day. 131 Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Holiday Codes Continued 15. N. Holidays: New Year's Day,Memorial Day,Independence Day,Labor Day,Veteran's Day,Thanksgiving Day, the Friday after Thanksgiving Day,and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. O. Holidays: New Year's Day,Martin Luther King Jr.Day,Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday and Saturday after Thanksgiving Day,the day before Christmas day,and Christmas Day(10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A& B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows-Level A: $1.00,Level B: $0.75,Level C: $0.50,And Level D: $0.25. S. Effective August 31,2012—A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized.Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer.All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon,Montana, or Idaho. This classification is only effective on or after August 31, 2012. T. Effective August 31,2012—A Traffic Control Laborer performs the setup,maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington,Oregon,Montana,or Idaho. This classification is only effective on or after August 31,2012. U. Workers on hazmat projects receive additional hourly premiums as follows—Class A Suit: $2.00,Class B Suit: $1.50, And Class C Suit: $1.00.Workers performing underground work receive an additional$0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked.Workers who work suspended by a rope or cable receive an additional$0.50 per hour.The premium for work suspended shall be paid for the entire shift worked.Workers who do "pioneer" work(break open a cut,build road, etc.)more than one hundred fifty(150)feet above grade elevation receive an additional$0.50 per hour. 141 Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 8. 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 221'- $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.) 151 Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) 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. 161 Page Benefit Code Key—Effective 3/2/2024 thru 8/30/2024 (Updated 3/20/2024) Note Codes Continued 9. F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants,pipelines, towers,dams,power generation facilities and manufacturing facilities such as chemical plants,etc.,or anywhere abrasive blasting is necessary to prepare surfaces,or hazardous materials encapsulation is required. H. One(1)person crew shall consist of a Party Chief.(Total Station or similar one(1)person survey system). Two (2) person survey party shall consist of a least a Party Chief and a Chain Person.Three(3)person survey party shall consist of at least a Party Chief,an Instrument Person,and a Chain Person. 171 Page